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HomeMy WebLinkAbout49261-Z guFfOi,f�, Town of Southold 5/21/2024 a P.O.Box 1179 v 1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45190 Date: 5/21/2624 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1095 Ryder Farm Ln, Orient Orient SCTM#: 473889 Sec/Block/Lot: 15.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2023 pursuant to which Building Permit No. 49261 dated 5/16/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued-is: one family dwelling(modular)with a covered front porch,rear deck,attached garage and unfinished basement as applied for The certificate is issued to Lolos,Konstantine&Angela of the aforesaid building: SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1200 04/26/2024 ELECTRICAL CERTIFICATE NO. 49261 02/15/2024 PLUMBERS CERTIFICATION DATED 2/14/2024 aul razzella A or ed i ature o�suFFnt,��o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY 0 ?lpl �i BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49261 Date: 5/16/2023 Permission is hereby granted to: Lolos, Konstantine 104 Executive Dr New Hyde Park, NY 11040 To: construct single-family.dwelling as applied for per SCHD approval. At-premises located at: 1095 Ryder Farm Ln, Orient SCTM #473889 Sec/Block/Lot# 15.4-5 Pursuant to application dated 2/21/2023 and approved by the Building-inspector. To expire on 11/1412024. Fees: .SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,653.60 CO-NEW DWELLING $50.00 Total: $1,703.60 Building Inspector pE SO�IyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sea n.devlin65-town.south old.ny.us Southold,NY 11971-0959 QIyCOW N '�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Konstantine Lolos Address: 1095 Ryder Farm Ln city:Orient st: Ny zip: 11957 Building Permit#: 49261 Section: 15 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 4 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures Smoke Detectors 4. Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood, W/D, 200A Panel 40 Circuit/ 39 Used Notes: Modular Basement Wiring, Service, Garage & Roofed Over Porch Inspector Signature: Date: February 15, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex �A$ �, Telephone(631)765-1802 54375 Main Road Cz P.O.Box 1179 ca -1M Southold,NY 11971-0959 , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �� Owner: &kklk, (Please print) I Plumber: rrn Z,2 —� 1 u�'11'JI �• I Y� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ax- 91'.e A- g-�� '�2/ (Plumber Si ature) Sworn to before me this _day of -P� 20 �:��pN�A A41Zgy%, STATE ��� �'� _1 j OF NEW YORK NOTARY PUBLIC Notary Public, 4:6County ��o%` o,M�saza,s4 �, ;iiss�ON 1 t 1 ` ki! j I I y � I w L ' To whom it may concern, March 11, 2024 I, Konstantine Lolos,who resides at 1095 Ryder Farm Lane, Orient Point, NY 11957,will engage a landscaping company to place sod/grass on said property this spring 2024. Please feel free to connect with any questions. Regards, K ntine Lolo SUBSCFIIiyED AND SWORN BEFORE ME ON ON'THIS «_ DAY OF Z-�g NOTAR`r PUBLICD Kp,THLEEN Notary public•State of New York No.01Fo6316121 Qualifjied in Nassau cou !8 20)s myGomlrisslon Exp Home Energy Rating Certificate Property HERS Konstantine LolosTBD Rating Type: Confirmed , Certified Energy Rater: Glenn Hooper 1095 Ryder Farm Lane Rating Date: 2024-03-09 Rating Number: 0030-0487-Cl Orient Point, NY 11957 Registry ID: 641712461 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Heating 39.5 $1255 43% General information Cooling 1.8 $109 4% Conditioned Area 2078 sq. ft. House Type Single-family detached Hot Water 12.9 $404 14% Conditioned Volume 29186 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.9 $1105 38% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $65 2% Mechanical Systems Features Total 74.1 $2939 100% Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.4 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 65.00 CFM25 2018 IECC UA Compliance Ventilation System Exhaust Only: 58 cfm, 25.0 watts. 2018 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Valued(2.98 290 Above Grade Walls R-21.0 Infiltration Rate 1450 CF ) Foundation Walls R-0.0 Method BlowerGlenn Hooper Residential Energy Conservation Lights and Appliance Features PO Box 1013 Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Electric Smithtown NY, 11787 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-767-8828 6(�W �� sCGmail.com Refrigerator(kWh/yr) 697 Clothes Dryer CEF 2.62 HersRatings@GmaiL.com Dishwasher(kWh/yr) 240 Ceiling Fan (cfm/Watt) 0.00 Provider, TheBer.com Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.3.3 This information does not constitute any warranty of energy costs or savings. 01985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. laF SOUIHp� * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] OUNDATION 1ST 6!1' [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �ljy um pd , h , DATE INSPECTOR SOUly�lo # # TOWN OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST �O[ ] ppR��O GH PLBG. [ ] FOUNDATION 2ND v 11VS LATION/CAULKING [ FRAMING/STRAPPII�t� Y [ ] FINAL lam" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIOMXX4 : [ ] PRE C/O [ ] RENTAL REMARKS: 7L Lt"71L. "I �j*m ;oynn2�7eyb-,1D� uJiv�e{ �o�s� 17e� � r� 1.esCg�,� �d f ho�� �-o►2-r2�-,�'�, . �/"U2/�-�GQ�� �i�s ,�,iss�n�(- /t�D G�,Y►G��- �dl�"5 V�Si�Ce Co nee o�cs �Q �! j hG s eo( / o �j2 lulu he vs a 2— h , �vs � PF v�c.��7 o✓I l�Ga��a/� 5 v�-v� /1��� � DATE NSPECTOR SO(/T�o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]JOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cann v DATE b II INSPECTOR OE SOUTyo{o # # TOWN OF' SOUTHOLD BUILDING DEPT. °`ycooNtr '' 631-765-1802 qoLw ( -INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] . IPBULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL msq✓ �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIO [ ] PRE C/O [ ] RENTAL REMAR l -tom/ Si7I ife tro 901v o2 �el �wRgwrvf_�W-aL wgx 'K wu S DATE INSPECTOR OE SOUTyo� - I/O S' v�� # TO Nl OUTHOLD BU LDING DE T. CommN�'' 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] ,CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ml /041 DATE s INSPECTOR OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL t'��A+/ t�M ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: kl) .Pry D DATE ILI[ INSPECTOR 1095 Ryder Farm Lane HVAC Load Calculations for Cedar Knolls 900 MARCONI AVE RONKONKOMA, NY 11779 I I We can't reduce your taxes but we can reduce your energy costs!►! f.es ent ' all9 Al, =Lcon s erva ion Energy Efficient Construction Consulting Prepared By: Glenn Hooper Residential Energy Conservation PO Box 1013 Smithtown, NY 11787 631-767-8828 Thursday, February 2,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-ResidentlaI&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane n r h 11 ------- ---- ��ii 1V� ---- Page 2 Project Report General Project Information Project Filename: C:\Users\enrgy\HppData\Local\Elite Software\Rhvac 9\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Project Title: 1095 Ryder Farm Lane Designed By: Glenn Hooper Project Date: Tuesday, January 31, 2023 Project Comment: Manual J based off plans by Westchester Modular and proposed HERS rating 0030-0487- P1 by Glenn Hooper Client Name: Cedar Knolls Client Address: 900 MARCONI AVE Client City: RONKONKOMA, NY 11779 Company Name: Residential Energy Conservation Company Representative: Glenn Hooper Company Address: PO Box 1013 Company City: Smithtown, NY 11787 Company Phone: 631-767-8828 Company E-Mail Address: GlennH@energy-Experts.net Company Website: www.energy-experts.net Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains D[y Bulb Wet Bulb Rel.Hum Rel.Hum D[y Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,430 CFM Per Square ft.: 0.707 Square ft. of Room Area: 2,024 Square ft. Per Ton: 1,280 Volume(ft')-. 16,189 FB—uilding Loads Total Heating Required Including Ventilation Air: 25,977 Btuh 25.977 MBH Total Sensible Gain: 13,352 Btuh 77 % Total Latent Gain: 4,010 Btuh 23 % Total Cooling Required Including Ventilation Air: 17,362 Btuh 1.45 Tons(Based On Sensible + Latent) 1.58 Tons(Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 117 Miscellaneous Report System 1 Basement Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Attic Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data D Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Rupouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr 40 CFM 22 CFM Infiltration Actual: 0.431 AC/hr 0.412 AC/hr Above Grade Volume: X 16,189 Cu.ft. X 16,189 Cu.ft. 6,985 Cu.ft./hr 6,670 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 116 CFM 111 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(25 CFM), Construction: Summer Infiltration Specified: 0.080 AC/hr(13 CFM), Construction: ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(16 CFM), Construction.- Summer Infiltration Specified: 0.080 AC/hr(8 CFM), Construction: Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MMDD 1 Supply Basement - 0.06 8 300 MDD 1 Return Basement - 0.06 8 93.9 MDD Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Attic 16B 0.06 8 164.5 MDD 1 Return Attic 16B 0.06 8 51.8 MDD D:1...1CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Center Centereach, NY 17 _ ���LLLVVV Page 4 Load Preview Report Has N Rec ft. Se La NetSe Ss Ss Ht CI Ay Duct Scope AE To To rro Are GainGainGainLos CFM CFM CFM Size Building 1.45 1.58 1,280 2,024 13,352 4,010 17,362 25,977 1,430 1,430 1,430 System 1 Basement Yes 1.12 1.18 1,038 1,230 10,658 2,819 13,476 14,934 900 900 900 11x1 Supply Duct Latent 151 151 Return Duct 0 92 92 150 Zone 1 1,230 10,658 2,576 13,234 14,784 900 900 900 Not MDD 10x1 1-Kitchen 207 3,699 1,035 4,734 2,888 176 312 312 6,6, 2-Dininq 155 1,846 478 2,324 1,495 91 156 156 5, 3-Mud Room 68 175 57 232 883 54 15 15 4 4-Laundry 60 911 105 1,016 1,153 70 77 77 5 5-Master 247 1,319 206 1,525 2.728 166 111 111 6 6-Master Bath 61 48 37 85 386 24 4 4 4 7-Foyer 146 919 212 1,131 2,335 142 78 78 5 8-Livinq 285 1,741 446 2,187 2,917 178 147 147 5, System 2Attic Yes 0.32 0.40 1,999 794 2,694 1,192 3,886 11,043 530 530 530 9x1 Supply Dud Latent 83 83 Return Dud 287 50 338 329 Zone 1 794 2,406 1,058 3.464 10,714 530 530 530 Not MDD 9x1 9-Bed3 211 727 338 1,065 3,334 165 160 160 5, 10-Bed2 199 554 234 788 2,413 119 122 122 7 11-Bed4 157 503 227 730 2,273 112 111 111 6 12-Hall 177 447 177 624 1,882 93 98 98 6 13-Bath 1 51 175 82 257 811 40 39 39 4 DA...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 1 720 Page 5 Duct Size Preview Room or Source Minimu Maxi mu Rough Desig SP Du Du Htg Clg Act. Duct Reg Duct Name Veloc�Duct Name veloci VeIN Facto U10 Loss Velocit L Flow I Flnwi Ri7PSize System 1 Supply Runouts Zone 1 1-Kitchen(SR-100,SR-11i 450 750 0.01 0.08 0.086 529.7 8.75 6 12x6 SR-120) GMDD 450 750 0.01 0.08 0.087 529.7 9.25 176 312 312 6 12x6 450 750 0.01 0.08 0.088 529.7 9.513 6 12x6 450 750 0.01 0.08 0.101 572.1 9.75 5 10x6 2-Dininrl(SR-130,SR-140 GMDD 450 750 0.01 0.08 0.102 572.1 9,763 91 156 156 5 10x6 3-Mud Room(SR-150) GMDD 450 750 0.01 0.08 0.038 171.9 9.75 54 15 15 4 8x4 4-Laundry(SR-160) GMDD 450 750 0.01 0.08 0.1 564.7 9.75 70 77 77 5 10x6 5-Master(SR-170) GMDD 450 750 0.01 0.08 0.104 565.3 14.752 166 111 111 6 12x6 6-Master Bath(SR-180) GMDD 450 750 0.01 0.08 0.03 45.8 1,768 24 4 4 4 8x4 7-Fover(SR-190) GMDD 450 750 0.01 0.08 0.116 572.1 15.283 142 78 78 5 10x6 8-Livinp(SR-200,SR-210) GMDD 450 750 0.01 0.08 0.108 535.4 15.5 178 147 147 5 10x6 450 750 0.01 0.08 0.108 535.4 15.5 5 10x6 Other Ducts in System 1 Supply Main Trunk(SMT-1 GMDD 650 900 0,0003 0.08 0.313 784.6 2 903R 899 899 11x15 ST-120 GMDD 650 900 0.0003 0.08 0 38.4 3.75 24 4 4 3x5 ST-130 GMDD 650 900 0.0003 0.08 0.013 777.6 3 94 81 81 3x5 ST-140 GMDD 650 900 0.0003 0.08 0.01 658.3 6.25 260 192 192 6x7 ST-150 GMDD 650 900 0.0003 0.08 0.008 745.2 3 314 207 207 5x8 ST-160 GMDD 650 900 0.0003 0.08 0.005 651.4 3 360 285 285 7x9 ST-170 GMDD 650 900 0.0003 0.08 0.006 653.4 4.5 502 363 363 800 ST-180 GMDD 650 900 0.0003 0,08 0.005 661.5 3.5 548 441 441 8x12 ST-190 GMDD 650 900 0.0003 0.08 0.005 726.7 2.75 607 545 545 9x12 ST-200 GMDD 650 900 0.0003 0.08 0.008 760.6 5.5 696 618 618 9x13 ST-210 GMDD 650 900 0.0003 0.08 0.005 742.6 2.75 755 722 722 1004 ST-220 GMDD 650 900 0.0003 0.08 0.006 817.7 2.75 844 795 795 1004 RMT-100 GMDD 0 0 0.0003 0.08 0.055 785.5 20 900 900 900 11x15 RR-100 GMDD 0 0 0.01 0.08 0.067 635.3 1.5 900 900 900 12x17 24x24 System 2 Supply Runouts Zone 1 9-Bed3(SR-220,SR-230) GMDD 450 750 0.01 0.08 0.106 586.7 10 165 160 160 5 10x6 450 750 0.01 0.08 0.106 586.7 10 5 10x6 10-Bed2(SR-240) GMDD 450 750 0.01 0.08 0.076 456.5 14.5 119 122 122 7 12x6 11-Bed4(SR-250) GMDD 450 750 0.01 0.08 0.093 565.3 9 112 111 111 6 12x6 12-Hall(SR-260) GMDD 450 750 0.01 0.08 0.086 499.1 12.5 93 98 98 6 10x6 13-Bath 1 (SR-270) GMDD 450 750 0.01 0.08 0.087 446.9 12 40 39 39 4 8x4 Other Ducts in System 2 Supply Main Trunk(SMT-1 GMDD 650 900 0,0003 0.08 0,309 706.7 2.5 528 530 530 902 ST-230 GMDD 650 900 0.0003 0.08 0.008 666 3 112 111 111 4x6 ST-240 GMDD 650 900 0.0003 0.08 0.011 752.4 5 205 209 209 5x8 ST-250 GMDD 650 900 0.0003 0.08 0.011 744 5.5 245 248 248 6x8 ST-260 GMDD 650 900 0.0003 0.08 0.006 674.7 4 327 328 328 7x10 ST-270 GMDD 650 900 0.0003 0.08 0.006 675 5 446 450 450 802 RMT-110 GMDD 0 0 0.0003 0.08 0.042 706.7 12.5 530 530 530 902 RR-110 GMDD 0 0 0.01 0.08 0.026 545.1 2 530 530 530 10x14 24x24 Summary ----- - -- -- --- _ System 1 Heating Flow: 900 Desiqn Friction Rate: 0.106 TEL Return: 162. Coolinq Flow: 900 Total Cumulative SP Loss: 0.603 TEL Supply: 131. DA...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Enerqv Conservatio 1095 Ryder Farm Lane Centereach.NY 117 �1� Page 6- Duct Size Preview (cont' q Summary Fan ESP: 0.603 Device SP Loss: 0.29 TEL Total: 294 Fan SP Available: 0.313 Return Loss Added to Supply: 0.122 Svstem 2 Heatinq Flow: 530 Desiqn Friction Rate: 0.115 TEL Return: Coolinq Flow: 530 Total Cumulative SP Loss: 0.511 TEL SUppIV: 102. Fan ESP: 0.511 Device SP Loss: 0.29 TEL Total: 192. Fan SP Available: 0.221 Return Loss Added to Supply: 0.068 D:\...\CedarKnolis- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Enerqy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 6 Page 7 System 1 - Basement - Adequate Exposure Diversity Test 15,000 10,000 7° Diff.from 5,000 0i 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. l Peak load exceeds 12-hour average load by 26.7%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 C Page 8 System 2 - Attic - Adequate Exposure Diversity Test 4,000 3,000 2,000 1,000 0 0% Diff. from Av . 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm FED Calculation Summary T --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 0.0%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 Q P System 1 - Basement - Psychrometric Chart -771 Name Description DB WB Name Description _ DB WB RC Room Condition 75 62.5 OC Outdoor Condition n/a n/a LC Leaving Coil Condition 55 53.1 ECC Entering Coil Condition 75 62.5 SD Supply Duct Gain 55.4 53.3 DTF Draw-thru Fan S.Gain n/a n/a RD Return Duct Gain n/a n/a MIX Mixed Air Point n/a n/a RML Return Misc Latent n/a n/a ML Supply Misc Latent n/a n/a RMS Return Misc Sensible n/a n/a MS Supply Misc Sensible n/a n/a HRV Heat Recovery Ventilator n/a n/a �`� 7T� /� I �� 76 gr1b 70 _ �'OL ECC :v,. _ .� as __�_ _J__ ♦ _ _t__-�_.- l 42 =• tP - - 28 �\`� 'SLY''� ` ' - `'ti• +- - - ^'ram^ - - ---�� Mgr; 14 .. ---- - - � �m 0 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach. NY 11720 System 2 - Attic - Psychrometric Chart Name Descri tion DB WB Name Description DB WB RC Room Condition 75 62.5 OC Outdoor Condition n/a n/a LC Leaving Coil Condition 55 49.6 ECC Entering Coil Condition 75.5 62.7 SD Supply Duct Gain 56.6 50.3 DTF Draw-thru Fan S.Gain n/a n/a RD Return Duct Gain 75.5 62.7 MIX Mixed Air Point n/a n/a RML Return Misc Latent n/a n/a ML Supply Misc Latent n/a n/a RMS Return Misc Sensible n/a n/a MS Supply Misc Sensible n/a n/a HRV Heat Recovery Ventilator n/a n/a -- --- --- -- --�--- - 76 gMb W - - - Y 78 -�4-- Il - LC Z14 �I a ...r..yam. •r� ..f•—I .r I28 14 W �m a� D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 page 11 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E .30-.29: Glazing-typ Low E better with 50% 163.5 2,944 0 4,693 4,693 screen, U-value 0.3, SHGC 0.29 11 F: Door-Wood-Solid Core With Metal Storm, U-value 80.5 976 0 386 386 0.28 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1870.1 7,294 0 1,006 1,006 cavity, no board insulation, siding finish, wood studs, U-value 0.065 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 149.3 242 0 146 146 no board insulation, siding finish, wood studs, U- value 0.065 1213-0sw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 157.7 382 0 229 229 no board insulation, siding finish, wood studs, U- value 0.097 16D-38: Roof/Ceiling-Under Attic with Insulation on Attic 793.9 1,238 0 475 475 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-38 insulation, U-value 0.026 19D-30sp: Floor-Over enclosed crawl space, R-19 1229.6 875 0 117 117 insulation on exposed walls, sealed crawl space, passive._R-30 blanket,_U.-Value 0.034 Subtotals for structure: 13,951 0 7,052 7,052 People: 5 1,000 1,150 2,150 Equipment: 358 2,502 2,860 Lighting: 0 0 0 Ductwork: 4,363 376 1,672 2,048 Infiltration: Winter CFM: 116, Summer CFM: 111 7,663 2,276 976 3,252 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM:_1.09,_Summer_CFM: 109 Total Building Load Totals: 25,977 4,010 13,352 17,362 Check Figures Total Building Supply CFM: 1,430 CFM Per Square ft.: 0.707 Square ft. of Room Area: 2,024 Square ft. Per Ton: 1,280 Volume(ft'): 16,189 Building Loads Total Heating Required Including Ventilation Air: 25,977 Btuh 25.977 MBH Total Sensible Gain: 13,352 Btuh 77 % Total Latent Gain: 4,010 Btuh 23 % Total Cooling Required Including Ventilation Air: 17,362 Btuh 1.45 Tons(Based On Sensible+ Latent) 1.58 Tons(Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. —Ce Residential Energy Conservatio 1095 Ryder Farm Lane n e h NY 11 T —_ — P Building Pie Chart Floor 3% Roof 5% Infiltration 29% Wall 30% E / i IE I Ductwork 17% Glass 11% Door 4% Floor 1% Roof 3% Wall 8% Infiltration 19% Glass 27% Ductwork 12% Door 2% Equipment 16% People 12% D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Enerqy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 Page 13 System 1 Basement Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E .30-.29: Glazing-typ Low E better with 50% 163.5 2,944 0 4,693 4,693 screen, U-value 0.3, SHGC 0.29 11 F: Door-Wood- Solid Core With Metal Storm, U-value 80.5 976 0 386 386 0.28 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud 892.1 3,480 0 480 480 cavity, no board insulation, siding finish, wood studs, U-value 0.065 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 149.3 242 0 146 146 no board insulation, siding finish, wood studs, U- value 0.065 12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 157.7 382 0 229 229 no board insulation, siding finish, wood studs, U- value 0.097 19D-30sp: Floor-Over enclosed crawl space, R-19 1229.6 875 0 117 117 insulation on exposed walls, sealed crawl space, _massive R-30 blanket U-value 0.034 Subtotals for structure: 8,899 0 6,051 6,051 People: 5 1,000 1,150 2,150 Equipment: 358 2,502 2,860 Lighting: 0 0 0 Ductwork: 1,889 243 432 674 Infiltration: Winter CFM: 63, Summer CFM: 59 4,146 1,218 523 1,741 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM58 Summer CFM: 58 System 1 Basement Load Totals: 14,934 2,819 10,658 13,476 Check Ficiures Supply CFM: 900 CFM Per Square ft.: 0.732 Square ft. of Room Area: 1,230 Square ft. Per Ton: 1,038 Volume(ft-): 9,837 S stem Loads Total Heating Required Including Ventilation Air: 14,934 Btuh 14.934 MBH Total Sensible Gain: 10,658 Btuh 79 % Total Latent Gain: 2,819 Btuh 21 % Total Cooling Required Including Ventilation Air: 13,476 Btuh 1.12 Tons(Based On Sensible+ Latent) 1.18 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 System 2 Attic Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 978 3,814 0 526 526 cavity, no board insulation, siding finish, wood studs, U-value 0.065 16D-38: Roof/Ceiling-Under Attic with Insulation on Attic 793.9 1,238 0 475 475 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,R-38 insulation, U-value 0.026 Subtotals for structure: 5,052 0 1,001 1,001 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 2,474 134 1,240 1,374 Infiltration: Winter CFM: 53, Summer CFM: 52 3,517 1,058 453 1,511 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 _Exhaust_Winter CFM_51..Summer CFM:51 System 2 Attic Load Totals: 11,043 1,192 2,694 3,886 Check Figures Supply CFM: 530 CFM Per Square ft.: 0.668 Square ft. of Room Area: 794 Square ft. Per Ton: 1,999 Volume(ft'): 6,352 System Loads Total Heating Required Including Ventilation Air: 11,043 Btuh 11.043 MBH Total Sensible Gain: 2,694 Btuh 69 % Total Latent Gain: 1,192 Btuh 31 % Total Cooling Required Including Ventilation Air: 3,886 Btuh 0.32 Tons(Based On Sensible+ Latent) 0.40 Tons(Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 ���JJL// Page 15 System 1 Basement Pie Chart Floor 6% Infiltration 28% Wall 27% Ductwork 13% Glass 20% Door 7% Floor 1% 0 Wall 6 o Infiltration 13% �\ Ductwork 5% Glass 35% Equipment 21% Door 3% people 16% DA ...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Enerqv Conservatio 1095 Rvder Farm Lane Centereach. NY 11720 _ P 1 System 2 Attic Pie Chart Roof 11% Infiltration 32% Wall35% INN. Ductwork 22% Roof 12% Wall 14% Infiltration 39% Ductwork 35% DA...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM f Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 117 ��LL" Page 17 System 1 Basement Bar Graph DA...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023,6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 Page 1 System 2 Attic Bar Graph DA...\CedarKnolis- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023,6:23 PM Rhvac-Residential&Light Commercial HVAC Loads ` Elite Software Development,Inc. Residential Energy Conservatio 7�yf 1095 Ryder Farm Lane E ui ment Data - System 1 - Basement ��..l�V� Cooling System Type: Standard Air Conditioner Outdoor Model: GSX160301 F* Indoor Model: CA*F3743*6D*+TXV Tradename: GSX16 Outdoor Manufacturer: GOODMAN Comment: This is the smallest size equipment available in this line of equipment AHRI Reference No.: 200850110 Nominal Capacity: 28,600 Adjusted Capacity: 25856 Adjusted Sensible Capacity: 19994 Adjusted Latent Capacity: 5862 Efficiency: 16 SEER, 13 EER D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Y 11720 E ui ment Data - System 2 - Attic Cooling System Type: Standard Air Conditioner Outdoor Model: GSX130181 E* Indoor Model: CA*F1824*6D* Tradename: GSX13 Outdoor Manufacturer: GOODMAN Comment: This is the smallest size equipment available in this line of equipment AHRI Reference No.: 200996287 Nominal Capacity: 17,800 Adjusted Capacity: 15886 Adjusted Sensible Capacity: 12366 Adjusted Latent Capacity: 3520 Efficiency: 14 SEER, 11.5 EER D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 6 Page 21 Manual S Performance Data - System 1 - Basement Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 10.658 Outdoor Wet Bulb: 71 Latent Gain: 2.819 Indoor Dry Bulb: 75 Total Gain: 13.476 Indoor RH: 50 Load SHR: 0.79 Supply Airflow: 900 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 14.934 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.8 Indoor RH: 30 Supply Airflow: 900 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Outdoor Model: GSX160301 F*, Indoor Model: CA*F3743*6D*+TXV ,AHRI Reference Number: 200850110Nominal Capacity: 28.600, Manufacturer: GOODMAN Entered Interpolation Data: EDB EDB Total Power 75°F 80°F EWB Air Flow ODB ---- -r- °F CFM °F MBtuh IkW t Sensible 1 Sensible SR Capacity S/T , Capacity M_Btuh MBtuh 75 25.3 2.01 0.83 20_999 0.568 14.37 85 24.7 2.13 0.85 20.995 0.58 14.32 75 27.4 2.06 0.86 23.564 0.94 25.75 1000 85 26.8 2.18 0.88 23.584 0.96 25.72 875 75 26 2.05 0.74 19.24 0.526 13.68 63 --- �_ 85 25.4 2.17 0.76 19.304 0.541 13.74 75 28.2 2.1 0.77 21.714 0.88 24.81 1001 85 27.5 2.22 0.79 21.725 0.9 24.7 Interpolation Results: Percent Load of Load Sensible Capacity: 19.994 10.658 188% Latent Capacity: 5.862 2.819 208% Total Capacity: 25.856 13.476 192% Power Input: 2.15 Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load Heating Capacity: 0.000 14.934 0% D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Center each. Y 11720 Manual S Performance Data - System 2 - Attic Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 2.694 Outdoor Wet Bulb: 71 Latent Gain: 1.192 Indoor Dry Bulb: 75 Total Gain: 3.886 Indoor RH: 50 Load SHR: 0.69 Supply Airflow: 530 Entering Dry Bulb: 75.7 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 11.043 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.4 Indoor RH: 30 Supply Airflow: 530 E ui ment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Outdoor Model: GSX130181 E", Indoor Model: CA"F1824'6D" AHRI Reference Number: 200996287Nominal Capacity: 17.800, Manufacturer: GOODMAN ntered ation Data: EDB EDB EWB Air Flow ODB Total Power 75°F 80°F °F CFM °F Capacity Input Sensible Sensible MBtuh kW S/T Capacity S/T Capacity MBtuh MBtuh 525 75 15.8 1.13 0.83 13.114 0.91 14.37 59 ____85 15.4 1.23 0.85 13.09 0.93 14.32 60q 1 16.6 1.14 0.84 13.944 0.92 15.27 89 16.2 1.22 0.86 13.932 0.95 15.3 75 16.1 1.15 0.74 11.914 0.85 13.68 52 63 ^�58, 15.8 1.23 0.76 12.008 0.87 13.74 i J7 17 1.17 0.75 12.75 0.87 14.7 8d 16.6 1.25 0.77 12.782 0.89 14.77 Interpolation Results: Percent Load of Load Sensible Capacity: 12.366 2.694 459% Latent Capacity: 3.520 1.192 295% Total Capacity: 15.886 3.886 409% Power Input: 1.21 Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent LQad of Load Heating Capacity: 0.000 11.043 0% D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 Pag System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 6,000 5,000 4,000 r m S 3,000 W C7 Z 2,000 1,000 0 Kitchen(15%) --+� Dining(53%) —!— Mud Room(0%) --�— Laundry(28%) �-- Master(69%) -�— Master Bath(00%) — — Foyer(37%) ❑ Living(45%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 Page 24 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 1,100 1,000 900 800 L 700 i e C� 600 Soo 400 300 200 �- Bed3(0%) —i— Bed2(0%) ---! Bed4(0%) —� Hall(0%) — Bath 1 (0%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 Page 25 S stem 1 Zone 1 Summaa Loads Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E .30-.29: Glazing-typ Low E better with 50% 163.5 2,944 0 4,693 4,693 screen, U-value 0.3, SHGC 0.29 11 F: Door-Wood-Solid Core With Metal Storm, U-value 80.5 976 0 386 386 0.28 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 892.1 3,480 0 480 480 cavity, no board insulation, siding finish, wood studs, U-value 0.065 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 149.3 242 0 146 146 no board insulation, siding finish,wood studs, U- value 0.065 12B-Osw: Part-Frame, R-11 insulation in 2 x 4 stud cavity, 157.7 382 0 229 229 no board insulation, siding finish,wood studs, U- value 0.097 19D-30sp: Floor-Over enclosed crawl space, R-19 1229.6 875 0 117 117 insulation on exposed walls, sealed crawl space, passive R-30 blanket value 0.034 Subtotals for structure: 8,899 0 6,051 6,051 People: 5 1,000 1,150 2,150 Equipment: 358 2,502 2,860 Lighting: 0 0 0 Ductwork: 1,739 0 432 432 Infiltration: WinterC9M:_63,Summer CFM: 59 4,146 _ 1,218_ 523 1,741 System 1, Zone 1 Load Totals: 14,784 2,576 10,658 13,234 Check Figures Supply CFM: 900 CFM Per Square ft.: 0.732 Square ft. of Room Area: 1,230 Square ft. Per Ton: 1,061 Volume(ft3): 9,837 Zone Loads Total Heating Required: 14,784 Btuh 14.784 MBH Total Sensible Gain: 10,658 Btuh 81 % Total Latent Gain: 2,576 Btuh 19 % Total Cooling Required: 13,234 Btuh 1.10 Tons(Based On Sensible+ Latent) 1.16 Tons(Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 623 PM Rhvac-Residential&Light Commercial HVAC Loads y�� Elite Software Development,Inc. Residential Energy Conservatio 5 I`a f 1095 Ryder Farm Lane t h Y 11 Wf Paae System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 978 3,814 0 526 526 cavity, no board insulation, siding finish, wood studs, U-value 0.065 16D-38: Roof/Ceiling-Under Attic with Insulation on Attic 793.9 1,238 0 475 475 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete. R-38 insulation, U-value 0.026 _ Subtotals for structure: 5,052 0 1,001 1,001 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 2,145 0 952 952 Infiltration_Winter CFM:_53,.Summer CFM: 52__..__. _ 3.517_ 1,058 _._ 453_ 1.:511 System 2, Zone 1 Load Totals: 10,714 1,058 2,406 3,464 Check Ficiures Supply CFM: 530 CFM Per Square ft.: 0.668 Square ft. of Room Area: 794 Square ft. Per Ton: 2,241 Volume(ft3): 6,352 Tone Loads Total Heating Required: 10,714 Btuh 10.714 MBH Total Sensible Gain: 2,406 Btuh 69 % Total Latent Gain: 1,058 Btuh 31 % Total Cooling Required: 3,464 Btuh 0.29 Tons (Based On Sensible+ Latent) 0.35 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach NY 11720 Pag 7 Detailed Room Loads - Room 1 - Kitchen (Average Load Procedures General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 207.0 sq.ft. Supply Air: 312 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.3 AC/hr Volume: 1,656 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 14 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 18 X 8 119.5 0.065 3.9 466 0.5 0 64 N-Wall-12F-Osw 11.5 X 8 92 0.065 3.9 359 0.5 0 50 S-Part-15°/25°-12F-Osw 9.2 X 8 73.4 0.065 1.6 119 1.0 0 72 S-Wall-12F-Osw 2.3 X 8 18.6 0.065 3.9 72 0.5 0 10 W-GIs-Low E .30-.29 shgc-0.29 12.2 0.300 18.0 221 29.8 0 365 0%S W-GIs-Low E .30-.29 shgc-0.29 12.2 0.300 18.0 221 29.8 0 365 0%S Floor 19D-30sr) 1 X 207 207. 0.034_ 0.7 147 0.1 0 20_ Subtotals for Structure: 1,605 0 946 Infil.: Win.: 14.3, Sum.: 13.5 328 2.875 943 0.363 277 119 Ductwork: 340 150 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 358 2.024 Room Totals: 2,888 1,035 3,699 Equipment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Le Btuh _Btuh Out ut Btuh Btu Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Dishwasher 4096 1433 100 25 1024 358 Total 2024 358 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach,NY 11720 C Page 28 Detailed Room Loads - Room 2 - Dining Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.5 ft. System Number: 1 Room Width: 13.5 ft. Zone Number: 1 Area: 155.3 sq.ft. Supply Air: 156 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.5 AC/hr Volume: 1,242 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain W-Wall-12F-Osw 11.5 X 8 50.5 0.065 3.9 197 0.5 0 27 W-GIs-Low E .30-.29 shgc-0.29 41.5 0.300 18.0 747 29.8 0 1,236 0%S Floor-19D-30sp 1 X_1_55.2 155.2 0.034 _ 0.7 111 0.1 0 15 Subtotals for Structure: 1,055 0 1,278 Infil.: Win.: 4.0, Sum.: 3.8 92 2.870 264 0.359 78 33 Ductwork: 176 75 Pe ole:200 lat/per,230 sen/per; 2 400 460 Room Totals: 1,495 478 1,846 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 6 Page 29 Detailed Room Loads - Room 3 - Mud Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 68.0 sq.ft. Supply Air: 15 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 544 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 8.5 X 8 47 0.065 3.9 183 0.5 0 25 W-Door-11 F 3 X 7 21 0.280 16.8 353 5.3 0 112 Floor-19D-30sp 1 X 68 68 0.034 0.7 _ 48 0.1 0 6 Subtotals for Structure: 584 0 143 Infil.: Wn.: 3.0, Sum.: 2.8 68 2.868 195 0.368 57 25 Ductwork: 104 7 Room Totals: 883 57 175 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach NY 11720 ����111��� Page 30 Detailed Room Loads - Room 4 - Laund Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.6 AC/hr Volume: 480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 7.5 X 8 50.5 0.065 3.9 197 0.5 0 27 N-Wall-12F-Osw 8 X 8 64 0.065 3.9 250 0.5 0 35 W-GIs-Low E .30-.29 shgc-0.29 9.5 0.300 18.0 171 29.8 0 283 O%S Floor-19D-30sp_1_ X-60 60_ 0.034 0.7 43 0.1 0 6__ Subtotals for Structure: 661 0 351 Infil.: Win.: 5.4, Sum.: 5.1 124 2.871 356 0.363 105 45 Ductwork: 136 37 Equipment: 0 478 Room Totals: 1,153 105 911 Equipment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Out ut /Hour Btuh Btuh Clothes washing machine- 10 percent to space 205 0 50 50 51 0 Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0 Total 478 0 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach NY 11720 Page 31 Detailed Room Loads - Room 5 - Master (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 247.1 sq.ft. Supply Air: 111 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,977 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 11 CFM Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 13.8 X 8 102 0.065 3.9 398 0.5 0 55 E-Wall-12F-Osw 15.5 X 8 91 0.065 3.9 355 0.5 0 49 S -Wall-12F-Osw 0.8 X 8 6 0.065 3.9 23 0.5 0 3 E-Wall-12F-Osw 0.5 X 8 4 0.065 3.9 16 0.5 0 2 N -GIs-Low E .30-.29 shgc-0.29 4 0.300 18.0 72 8.0 0 32 100%S N -GIs-Low E .30-.29 shgc-0.29 4 0.300 18.0 72 8.0 0 32 100%S E-GIs-Low E .30-.29 shgc-0.29 16.5 0.300 18.0 297 29.8 0 491 0%S E-GIs-Low E .30-.29 shgc-0.29 16.5 0.300 18.0 297 29.8 0 491 0%S Floor-19D-30so 1 X 247.1 _ 247.1 0.034 0.7 176 0.1 0 _ 23 Subtotals for Structure: 1,706 0 1,178 Infil.: Win.: 10.7, Sum.: 10.1 244 2.873 701 0.361 206 88 Ductwork: 321 53 Room Totals: 2,728 206 1,319 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach,NY 11720 Page 32 Detailed Room Loads - Room 6 - Master Bath Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 1 Room Width: 5.5 ft. Zone Number: 1 Area: 60.5 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 484 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 2 CFM Actual Summer Infii.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description QuantU Value HTM Loss HTM Gain Gain N-Wall-12F-Osw 5.5 X 8 44 0.065 3.9 172 0.5 0 24 F1oor-19D-30sF_1_X 60.5 60.5 0.034 0.7 43 0.1 0 6 Subtotals for Structure: 215 0 30 Infil.: Win.: 1.9, Sum.: 1.8 44 2.864 126 0.364 37 16 Ductwork: 45 2 Room Totals: 386 37 48 D:\...\CedarKnolIs- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach,NY 11720 ���1LL.LVV' Page 33 Detailed Room Loads - Room 7 - Foyer (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 146.3 sq.ft. Supply Air: 78 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 1,170 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 11 CFM Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Part-15°/25°-12B-Osw 10 X 8 80 0.097 2.4 194 1.5 0 116 N -Part-15°/25°-1213-0sw 8.1 X 8 65.2 0.097 2.4 158 1.5 0 95 E-Wall-12F-Osw 13.2 X 8 71 0.065 3.9 277 0.5 0 38 E-Door-11 F 3 X 7 21 0.280 16.8 353 5.3 0 112 E-GIs-Low E .30-.29 shgc-0.29 7 0.300 18.0 126 29.7 0 208 0%S E-GIs-Low E .30-.29 shgc-0.29 7 0.300 18.0 126 29.7 0 208 0%S Floor-19D-30sp_1_X 146.2 146.2 0.034 0.7 _ 104 0.1 0 14 Subtotals for Structure: 1,338 0 791 Infil.: Win.: 11.0, Sum.: 10.4 251 2.874 722 0.362 212 91 Ductwork: 275 37 Room Totals: 2,335 212 919 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Center Centereach. NY 11720G Page 34 Detailed Room Loads - Room 8 - Living (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 285.4 sq.ft. Supply Air: 147 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 2,284 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Part-15°/25°-12B-Osw 3.8 X 8 12.5 0.097 2.4 30 1.5 0 18 N -Wall-12F-Osw 0.7 X 8 5.9 0.065 3.9 23 0.5 0 3 E-Wall-12F-Osw 16.2 X 8 97 0.065 3.9 378 0.5 0 52 S-Wall-12F-Osw 3.6 X 8 29.1 0.065 3.9 114 0.5 0 16 S-Part-15'125°-12F-Osw 12.1 X 8 75.9 0.065 1.6 123 1.0 0 74 N -Door-11 F 2.5 X 7 17.5 0.280 7.0 123 4.2 0 74 S-Door-11 F 3 X 7 21 0.280 7.0 147 4.2 0 88 E-GIs-Low E .30-.29 shgc-0.29 16.5 0.300 18.0 297 29.8 0 491 0%S E-GIs-Low E .30-.29 shgc-0.29 16.5 0.300 18.0 297 29.8 0 491 O%S Floor-19D-30sp 1 X 285.4 __ _____ 285.4 0.034 0.7 203 0.1 0 27 Subtotals for Structure: 1,735 0 1,334 Infil.: Win.: 12.7, Sum.: 12.0 292 2.874 839 0.363 246 106 Ductwork: 343 71 People: 200_lat/per, 230 sen/per: 1 ___ 200 230 Room Totals: 2,917 446 1,741 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads C Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Page 35 Detailed Room Loads - Room 9 - Bed3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 210.5 sq.ft. Supply Air: 160 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.7 AC/hr Volume: 1,684 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 17 CFM Actual Summer Infil.: 16 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 16.8 X 8 134 0.065 3.9 523 0.5 0 72 E-Wall-12F-Osw 2.5 X 8 20 0.065 3.9 78 0.5 0 11 N-Wall-1 2F-Osw 6.2 X 8 50 0.065 3.9 195 0.5 0 27 S-Wall-12F-Osw 13.5 X 8 108 0.065 3.9 421 0.5 0 58 UP-Ceil-16D-38 210.5 X 1 210.5 0.026 1.6 328 0.6 0 126 Subtotals for Structure: 1,545 0 294 Infil.: Win.: 17.0, Sum.: 16.5 312 3.596 1,122 0.465 338 145 Ductwork: 667 288 Room Totals: 3,334 338 727 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach.NY 11720 ��LJ� P Detailed Room Loads - Room 10 - Bed2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 199.4 sq.ft. Supply Air: 122 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,596 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 12 CFM Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Se LDewiription QuantityValue HTM Loss HTM Gain E-Wall-12F-Osw 13.2 X 8 106 0.065 3.9 413 0.5 0 57 S-Wall-12F-Osw 13.8 X 8 110 0.065 3.9 429 0.5 0 59 UP-Ceil-16D-38199.4 X 1 199.4 0.026 1.6 311 0.6 0 119 Subtotals for Structure: 1,153 0 235 Infil.: Win.: 11.8, Sum.: 11.4 216 3.597 777 0.463 234 100 Ductwork: 483 219 Room Totals: 2,413 234 554 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane 6 Page 37 Detailed Room Loads - Room 11 - Bed4 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 156.5 sq.ft. Supply Air: 111 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 1,252 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 11 CFM Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Senj Description Quantity Value HTM Loss HTM G W-Wall-12F-Osw 12.8 X 8 102 0.065 3.9 398 0.5 0 55 N -Wall-1217-0sw 13.5 X 8 108 0.065 3.9 421 0.5 0 58 UP-Ceil-1 6D-38 156.5 X 1 156.5 0.026 1.6 244 0.6 0 94 Subtotals for Structure: 1,063 0 207 Infil.: Win.: 11.5, Sum.: 11.1 210 3.595 755 0.462 227 97 Ductwork: 455 199 Room Totals: 2,273 227 503 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane NY 11720 �.1� page 38 Detailed Room Loads - Room 12 - Hall Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Wdth: n/a Zone Number: 1 Area: 176.5 sq.ft. Supply Air: 98 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.2 AC/hr Volume: 1,412 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HIM Gain N -Wall-12F-Osw 13 X 8 104 0.065 3.9 406 0.5 0 56 E-Wall-1 2F-Osw 7.5 X 8 60 0.065 3.9 234 0.5 0 32 UP-Ceil-16D-38176.5 X 1 176.5 0.026 1.6 275 0.6 0 106 Subtotals for Structure: 915 0 194 Infil.: Win.: 9.0, Sum.: 8.7 164 3.598 590 0.463 177 76 Ductwor_k_;___ ____ _ 377 177 Room Totals: 1,882 177 447 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM [Residential hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Conservatiolj� 1095 Ryder Farm Lane Center-each. Y 117 F Detailed Room Loads - Room 13 - Bath 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 51.0 sq.ft. Supply Air: 39 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.7 AC/hr Volume: 408 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 Actual Summer Vent.: 0 CFM Percent of Supply: 0 Actual Winter Infil.: 4 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tionQuantity Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 5.8 X 8 46 0.065 3.9 179 0.5 0 25 N-Wall-12F-Osw 0.8 X 8 6 0.065 3.9 23 0.5 0 3 E-Wall-12F-Osw 3 X 8 24 0.065 3.9 94 0.5 0 13 UP-Ceil-1.6D-38 51-X 1 51 0.026 1.6 80 0.6 0 30 Subtotals for Structure: 376 0 71 Infil.: Win.: 4.2, Sum.:4.0 76 3.592 273 0.461 82 35 Ductwork_ 162 Room Totals: 811 82 175 DA...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Enerqy Conservatio 1095 Ryder Farm Lane Center each. 117 - * Pne 4 System 1 Room Load Summa Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Kitchen 207 2,888 38 6,6,6 - 3,699 1,035 169 312 2 Dining 155 1,495 19 5,5 - 1,846 478 84 156 3 Mud Room 68 883 11 4 - 175 57 8 15 4 Laundry 60 1,153 15 5 - 911 105 42 77 5 Master 247 2,728 36 6 - 1,319 206 60 111 6 Master Bath 61 386 5 4 - 48 37 2 4 7 Foyer 146 2,335 30 5 - 919 212 42 78 8 Living 285 2,917 38 5.5 1,741 446 79 147 Duct Latent 151 Return Duct 150 _ 0 92 ______System 1 total 1,230 14,934 192 10 658 2,819 486 _ 900 System 1 Main Trunk Size: 11 x15 in. Velocity: 785 ft./min Loss per 100 ft.: 0.074 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. cooii i- q System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.12 79%/21% 10,658 2,819 13,476 Recommended: 1.18 75%/25% 10,658 3,553 14,210 Actual: 2.38 75%/25% 21,450 7,150 28,600 E ui ment Data Heating Ryc_tem Cooling System Ll Type: Natural Gas Furnace Standard Air Conditioner Model: GSX160301 F* Indoor Model: CA*F3743*6D*+TXV Brand: GSX16 Efficiency: 0 AFUE 16 SEER, 13 EER Comment : This is the smallest size equipment available in this line of equipment Sound: 0 0 Capacity: 0 Btuh 28,600 Btuh Adjusted Capacity: n/a 25,856 Btuh Sensible Capacity: n/a 21,450 Btuh Adjusted Sensible Capacity: n/a 19,994 Btuh Latent Capacity: n/a 7,150 Btuh Adjusted Latent Capacity: n/a 5,862 Btuh AHRI Reference No.: n/a 200850110 D:\...\CedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Residential Energy Conservatio 1095 Ryder Farm Lane Centereach,NY17 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---zone 1--- 60 9 Bed3 211 3,334 43 5,5 - 727 338 33 1 10 Bed2 199 2,413 31 7 - 554 234 25 122 11 Bed4 157 2,273 30 6 - 503 227 23 111 12 Hall 177 1,882 24 6 - 447 177 20 98 13 Bath 1 51 811 11 4 - 175 82 _ 8 39 Duct Latent 83 Return Duct_ 329 287 50 System 2 total 794 11,043 139 2,694 1,192 110 530 System 2 Main Trunk Size: 9x12 in. Velocity: 707 ft./min Loss per 100 ft.: 0.079 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Cooling System Summary. F _ Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.32 69%/31% 2,694 1,192 3,886 Recommended: 0.40 75%/25% 3,575 1,192 4,767 Actual: 1.48 75%/25% 13,350 4,450 17,800 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: GSX130181 E* Indoor Model: CA*F1824*6D* Brand: GSX13 Efficiency: 0 AFUE 14 SEER, 11.5 EER Comment : This is the smallest size equipment available in this line of equipment Sound: 0 0 Capacity: 0 Btuh 17,800 Btuh Adjusted Capacity: n/a 15,886 Btuh Sensible Capacity: n/a 13,350 Btuh Adjusted Sensible Capacity: n/a 12,366 Btuh Latent Capacity: n/a 4,450 Btuh Adjusted Latent Capacity: n/a 3,520 Btuh AHRI Reference No.: n/a 200996287 D:A...ACedarKnolls- 1095 Ryder Farm Lane MJDS.rh9 Thursday, February 2, 2023, 6:23 PM SR-2 SR-230,5",80 CFM�20,5",80 CFM � SR-250,6",111 CFM BOO Belo sraeoalcto=:' 240,5xe" SMT-110,9x12" ST-270,8x12" ST-230,44" RMT-110,9x12" RR-110,10x14' Hal BWI t cm SR-260,E",98 CFM SR-270.4",39 CFM SR-240,7",122 CFM Drawn:Glenn Hooper 1095 Ryder Farm Lane Orient Point NY 11957 Nonr Approved: Date:01/31/2023 Job Number:0030-0487-P1 { SR-1108",104CFM co CFM® A W SR-160,5",77 M SR-100,8"J 04 CFMCP SR-120,6",104 CFM ` SR-130,5",78 SR-140,5",78 CFM Kitchen Dning SR-150,P,15CFM Mud Roorr Landry • Master Bath SMT-100,11 15 ST-210.10x14' ST-190,9x12 ST-170,Sx10" ::; IF ST- •::ST-120,3x5"::: 140 x7 SR-180,4",4 CF ..� ,..:;T'• 'ST-200,9,c13"'�!F' 80,6 r ST ST-160,7x9" 6T-130,3x5" ST-220,10x14' RR-10g12x17" RMT-100,1 fz15" Living Fowr Master SR-210,5",73 CFM„1 ESR-190.51",7181 CSR-200,5",73 CFSR-170,6',111 CFM Drawn:Glenn Hooper 1095 Ryder Farm Lane Orient Point NY 11957 "01" Date:0131/2023 Job Number.0030-0487-P1 FOUN 1 . 4 ILE ry r ROUGH FRAMING ' > PLUMBING INSULATIONL - STATE ENERGY CODE 46 �,. ' . 1 1 • COMME11TS �LWN 't* i C - - �ur<facK �oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtovmny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only L PERMIT NO. Building Inspector: FEB 2 1. 2023 Applications and forms must be filled out in.their.enti. ety.Incomplete . '.., - 8UILUINUL)EP1. applications will not be,accepted. Where'the Applicant-is not the owner.,an;': �OWIVOFSOUTFI®LD Owner's Authorization form.(Page 2).shall be completed. ., Date:1/30/23 OWNERS) OF PROPERTY: Name: Konstantine and Angela Lolos SCTM#1000-15-4-5 Project Address:1095 Ryder Farm Lane Orient Point NY'11957 Phone#: 516 639-1483 J Email:klolos verizon.net Mailing Address:108 Executive Drive Manhasset Hills NY 11040 ;;CONTACT PERSON: Name:. Jasmine O'Keefe, Cedar Knolls Inc Mailing Address:g00 Marconi Avenue Ronkonkoma NY 11779""' Phone#:631-231 1�518 _ ' _� Email jgS92ine cedarknollshomes.com _J @_ DESIGN PROFESSIONAL INFORMATION:> Name:Joseph Sassone AIA - Mailing Address:46 Ramita Lane Commack NY 11725 Phone#:631-371-1606 Email:'as.arch verizon.net CONTRACTOR INFORMATION: '.;. ,... Name:Cedar Knolls Inc Mailing Address:g00 Marconi Avenue Ronkonkoma NY 11779 Phone#:631-231-1518 Email:'asmine cedarknollshomes.com .DESCRIPTION,OF PROPOSED CONSTRUCTION ..; . RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $600,000.00 Will the lot be re-graded?'❑Yes.ENO Will excess fill be removed from premises? ❑Yes ®No 1 PROP ERTY. Existing use of property:yacant Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. B.Check 13ox'Aft er Reading:,The owner/contractor/design"professional is responsible for all drainage and'storm water issues as:provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY.MADE;to the Building Department for thi issuance,of a Building Permit-pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other,applicable Laws,Ordinances or Regulations,for the construction of buildings, . additions,alterations or for removal or demolition as herein described.The applicant agrees to complywith all applicable laws,ordinances,building code, housing code and'regulations and to admit-authorized inspectors ori.premises:and in'building(s)for necessary,'inspections.,False_statements made herein.are' punishable as a Class A misdemeanor pursuant to Section 210AS of the.Ne'w York State Penal`Lawc., Application Submitted By t )• asmine OKeefe BAuthorized gent ❑Owner Signature of Applicant: � Date: STATE OF NEW YORK) SS: COUNTY OF ) Jasmine O'Keefe being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Ge_ r y a -u , 20 0_�, otary Public NOW� IAuren smhh Ae�Istratlpq nlo.ofof efte of Now yw PROPERTY OWNER AUTHORIZATION Qua11fledInsuffoikcounty (Where the applicant is not the owner) ODmmlesfon E>rplresAuguat 11,2M Konstantlne Lolos residing at 108 Executive Drive; Manhasset Hills; NY 11040 I, re 5n, t� do hereby authorize Cedar Knolls Inc to apply on my behalf the To of Southold Building Department for approval as described herein. January 30, 2023 Owner's S' ure Date Konstantine Lolos ' Print Owner's Name 2 BUILDING DEPARTMENT-Electricti e I Insp o�SufFot,�oo : �� oy TOWN OF SOUTHOLDt 2 2023 Town Hall Annex - 54375 Main Road - PO Box 1179 rn x uilding, De�aa ersQr�t o Southold, New York 11971-0959DI�Wn of Southold Telephone (631) 765-1802 - FAX (631) 70 502 rogerr southoldtownny.gov— sea nd(aD-southoldtownny.clov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: September 8, 2023 Company Name: Double-Pole Electric, Inc. Electrician's Name: Steve Negri License No.: 3913-ME Elec. email:dblepole@aol.com Elec. Phone No: (631) 361-6440 El I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: Gus Lolos Address: 1095 Ryder Farm Lane Orient Point NY 11957 Cross Street: Phone No.: Bldg.Permit#: 49261 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Modular House 200 amp service, Basement rough, HVAC Square Footage: I App.2,500 Circle All That Apply: Is job ready for inspection?: YES❑✓ NO -]Rough In ]r Final Do you need a Temp Certificate?: YES❑NO Issued On �+► eu 1-f 10120 (?3 Temp Information: (All information required) Service SizeFv�1 Ph❑3 Ph Size: 200 A # Meters One Old Meter# Fv New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect RUNdN p d=E]Overhead # Underground Laterals RI 1 2 D H Frame 0 Pole Work done on Service? 0 Y RN Additional Information: Please Send Temp k v , ,� PAYMENT DUE WITH APPLICATION 1a CkV6 `� \20 �o��gOffOlICco G BUILDING DEPARTMENT-Electrical Inspector o yt TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # /5 a_ Date ber 090 2023 Customer Name Electrician Name k C4Y'' Address 0g45 c�. rwi LA Phone �A3 . 31Q (I1/D e-mail e-mail l e. plL C&0 j .e0M Phone License# 3q 6 Size OO A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on'file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro he date above. „ Authorized bye =�0 Gyt BUILDING DEPARTMENT-Electrical Inspector rC„ x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802 (- Temporary Certificate # �J "1 Date C)Cxk06`ff �� 2023 Customer Name LD( S Electrician Name o Address C�ey ra r n,) Lgrq, Phone 4. J_ (a e-mail Q e-mail cL J J J p/, 6D Phone License# 3 q it /y)E Size OOD A Phase Overhead 'X1 Underground. #of Meters 1 " Remarks #of Underground Laterals 1 2 New �( "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification' Jfor e date o Authorized by IJ l� i ®c�UfFOj,�c BUILDING DEPARTMENT-Electrical Inspec,tp� 1 2 2023 bt TOWN OF SOUTHOLD L o - Town Hall Annex - 54375 Main Road - PO Box 1179 c?�° '�e�P,F"d$ O { Southold, New York 11971-0959D "vun of @,iSsti9itly�.lS,r"3thold Telephone (631) 765-1802 - FAX (631) 76 -9502 rogerr@southoldtownny.gov - seand(u-)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: September 8, 2023 Company Name: Double-Pole Electric, Inc. Electrician's Name: Steve Negri License No.: 3913-ME Elec. email:dblepole@aol.com Elec. Phone No: (631) 361-6440 E I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 130 Nesconset NY 11767 JOB SITE INFORMATION (All Information Required) Name: Gus Lolos Address: 1095 Ryder Farm Lane Orient Point NY 11957 Cross Street: Phone No.: Bldg.Permit#: 49261 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Modular House 200 amp service, Basement rough, HVAC Square Footage: jApp. 2,500J Circle All That Apply: /S(t Is job ready for inspection?: ❑ YES ❑✓ NO —]Rough In Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On I/1(W I.C2 101U I_iZ Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 200 A # Meters One Old Meter# ED New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals R1 1 2 R H Frame D Pole Work done on Service? Y DN Additional Information: Please Send Temp PAYMENT DUE WITH APPLICATION e 1OZ11- PERMIT N Address: Switches �1 Outlets N GFI's I Surface � I Sconces HH's �11� U UC Lts j Fans _ Fridge I HW Exhaust Oven �iu� WAD Q Smokes DW ' Mini I 1 -arbon Micro Generator -ombo I Cooktop Transfer aC AH Hood l Service Amps Have ^� Usec -pedal- V omments i Town Hall Annex �¢ Telephone(631)765-1802 ` 54375 Main Road Fax(631)765-9502 P.'O. Box 1179 Southold, NY 11971-0959 tidy► '�_ BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF.TRUSS TYPE-CONSTRU.CTION;..PRE=ENGINEERED; OOD'CONSTRUCTION-AND/OR TIMBER CONSTRUCTION 02 Date:; , Owner: �) - .. ZALocation of Property: ,- - - --n._ ' � Z Please takeice that the (check applicable line): ew commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure i to be constructed or performed at the subject property reference above will utilize (check applicable line): 7- Truss type construction (TT) Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line); Floor framing, including girders and beams (F) Roof framing (R) F qan raming (FR) Signature:.- -- Name (person b form): _ Capacity(check applicable line): Owner Owner representative TnussRegl5.docx Effective 1/1/2015 SURVEY OF: PROPERTY LOCATED AT ORIENT POINT LOT No. 58 AS SHOWN ON MAP OF ORIENT BY THE SEA. SECTION 2 FILED: OCTOBER 26. 1961: FILE No. 3444 LOT sa TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK N $ 0"E S.C.T.M. # 1000-15-4-5 4mm 150.00' AREA = 21.000.0 SF. SCALE: 1"=30• POLE 40 �o NOTE: THE EXISTENCE OF RIGHT OF WAYS. I M WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. I DEPTH LOT COVERAGE = ORY WELL 1.989 SF. / 9/ zal 46.0' ELEVATIONS REFER TO 1988 NAVO I a.zs x R.5 x A m 12'DEEP -n>-R' 1.0 + Z LONG ISLANDP PMINREN I. CAST m Tf -o N ELEVATIONS SHOWN THUS ++ I a TYICAL p ... im n n p ABOVE EA SSO AL frn 0IR0 0 !� GROUNDWATER 00 0 .�+om L0 O Gd 1A� mxrnm 0 40.0' O LAND N/F p P r < n o o AMELIAS SOUND o o iE m = p PROPERTIES INC o Z =m 20.t r*i VACANT $ I z rA AR SLAB m [NOTE SANITARY �0� Asb EL 20.5 i P HATER D BY OTHERS) I 0'DIA CA ,--'YYN 22.0 - ` LINE !!�� p PRECAST H� 0 1250 GALS 11.... :y S.T. 'co PROPOSED �Of 10 - DRIVEWAY m r C9 s PROPOSED-. c •�- WELL -'- m -• 'I�� Q `I'S Q POLE S S8'26'00"W 150.00 I ` nspTr,2 �d BLAND N W • (R LOT 59 OF SE HOROZO es OFFTTHE NEVON N YORK STATE MICATION LA TM X A V OLATION SURVEYED B Y: COPIES OF THIS SRYEY MAP NOT SEAMS THE LAND SURVEYORS INITO OR OIBOSSEO SEAL SHALL NOT BE CONSUIERED TO BE A VALID TRUE COPY. P A U L B A R Y L S K I LAND SURVEYING GUARANTEES OR CERTIFICATIONS NO/CATED HEREON SHALL MN ONLY TO THE PBtM FOR WHOM INE SURVEY IS PREPAIMiO.AN 3 ON HIS SQALF TO PATCH 0 G U E NY 11772 THE TITLE COMPANY,GOVQNMENTAL AGENCY AND LENu m INSTITUTION US=HOUM AM TO THE ASSIGNEES OF THE LENDING MrMMON LA13E PHONE 631-294-6965 GUARANTEE"OR CERMCATNNS ARE NOT TRANSFEAA� TO PHONE AOOITIONAL NSORITfON40A Sl6SEOUcNT OWNERS. vZE� FAX 631-627-3186 CERTIFIED T0:KONSTANTINE LOLOS A 8X PAULBARYLSKIaYAHOO.COM p ANGELA LOLOS NOVEMBER 6. 2020 NEW YORK ABSTRACT SERVICES• INC. 11-29-2022: PROPOSED RESIDENCE 4415-P 3-14-2023: REVISE SURVEY SURVEY OF: ^� PROPERTY LOCATED AT ORIENT POINT UlfaterLine(s)kaMBe Inspected ByThe LOT No. 56 AS SHOWN ON LP Suifoll<County Dept.OtHealthServices. sr Call 857_--57Sq,48 Hours in Advance, i t{ MAP OF ORIENT BY THE SEA. SECTION 2 To Schedule lnspeclion(s). t APR 25 1023 FILED: OCTOBER 26. 1961: FILE No. 3444 t TOWN OF SOUTHOLD LOT N _ ---- { i RESIDENCE SUFFOLK COUNTY. NEW YORK ..It,.^ <Cng[i3`1 C'FrI(:1=OF!';-i. S.C.T.M. 1000-15-4-5 CJ. �= ,i't jl �0i1 WELL AREA = 21.000.0 SF. '� 'c O .i ill' 1s: f I �. '£ N 88°26'00"E vs0 t.`N SCALE: 1"=30' 150.00' ,1 NOTE: THE EXISTENCE OF RIGHT OF WAY I580FFSET RY WETLANDS AND/OR EASEMENTS OF RECOR Z 8'DIAX 7'DEPTH IF ANY. NOT SHOWN ARE NOT GUARANTEE O I m DRY WELL MST ui LOT COVERAGE = o W i n + 1.989 SF. / 9% C 0 b ELEVATIONS REFER TO 1988 NAVO o 28.1 + : — 46.0' ELEVATIONS SHOWN THUS ++ 38.1' p m Fey v a rlam"0 I.0 (n ` 4.75 X 8.5 X m A m mmmo I2-DEEP v Xov Imc'm Comm a < LONG ISLAND PRECAST I 00 i9 A o o TYPICAL MW 3' 3m mom O�' m++om"' 1.0 v (rl r +T T r�s'T BE TEST HOLE DATA LAND N/F ABOVE SEASONAL m z ' 0 Z n3Nm o 40.0' l'1IL-+LAI�-�3It��a°v GROUNDWATER 1 •' p r (NOT TO SCALE] AMELIAS SOUND a -` m i o SHOVrI4 0TI FI AL SL�L't Y BY:MCDONALD GEOSCIENCE PROPERTIES INC = a 28.1 O Z`2 JULY S.2020 IVACANTI I Zm . -:;• / m GAR. tF OF NE,.,J _ SLAB a 1• — BROWN SILTY SAND SM ]NOTE SANITARY '�• T EL 28.5 a PROPOSED ti-\4�t,,f;l^ BY OTHERS) 8'DIA C. '-Se-A7A 22.0 HATER N LINE Iw PRECAST ASS' 1+� 3' —PALE DROWN SILT ML 1250 GALS l0 'y/A.'••.;- � 1 0 --eO PROPOSED S.T. T1- fa M \RIVEWAY mo 10 L, 6�1\\\ _ PALE BROWN SILTY ,� 1/ 12' — SM SAND WITH GRAVEL __,''•-•. v �\Ut~��'1)I�t"s�i�a� '�RDa-tisED.• �`�LANUSu 'WELL'•. `96 rn 41 10' —PALE BROWN FINE SAND SP0/��p Z -•• �i NO HATER YN POLE S 88°26'00"W •-:.WELL ENCOUNTERED 7 - 150.00'. v t _ IB'BELOW SURFACE _7NZa3 /I -Z Z3 i, SURVEYED BY: W UNAIRHORR PAUL BARYLSKI LAND SURVEYING EO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION LOT 59 N OF COPIES OF HISS SURVEY THE MEN NOT D STATE HE LA ON LAW _ PATCH 0 G U E N Y 11'>� 2 OR EMBOSSED of THIS S Slaver NAP T B DCONSID THE TO B A VALID T UE C JUFFOLiI COUiTY p— ..T,IENT RESIDENCE OR GLUUTAHTE S SEAL SMALL NOT INDICATED COtSmDE HE TO BE M1 SMALL RU T NL COPY. GF Ii:RLTIi S"^,t'ICE3 THE POISON OR WHOMTERTIF HESUSESPREHEREONOONIS ONLY TO PHONE 631-294-6965 THE PERSON FOR WHOM G THE KENTA IS PREPARED.Alm LENDING INSTITUTION S IF TO PGidi1T i J:'%:;IP7DVi.1 C�COt:S T PI1C ilia{=OR A T� EON.AND DDYE�IAL ADEM,•TIE LENDING 4SMUT FAX 6 31-6 2 7-318 6 MJARA HEREON.Mm IF its ASSIGNEES OF TIE LERODNO TO ADVI OM OWRAUTION OR LTATIFILIEUT O Nff DDT iRANSFFAABLE TO ADDITIONAL SlPiGI.0]:tom I1L:1 -:�E„" "I-� P AULBARYLSKIB YAHOO.COM DamuTmNs OR ssseovENT m+Nos CERTIFIED TO: I yAN�O NOVEMBER 6. 2020 KONSTANTINE LOLOS D`.T? Z rI�,II-; ANGELA LOLOS Ar` ` r� _ ;Lo"�20 d VIEti4 11-29-2022: PROPOSED ,RESIDENCE NEW YORK ABSTRACT SERVICES. INC. — YAg 3-14-2023: REVISE SURVEY 4415-P FO.^,:I„x!MUMOF D 4-19-2023: REVISE SURVEY CXFIRES THREE Y- R A., 46'-0" W-6 1/8" IS-4 7/8 12'-0 1/4' V-11 3/4• S•_1• tau E9II 9� EXT. 32750 (3)24 FADER 32758 (2)2d0 HEADER OFA 80LT m�°aemOAs..Ra'm�m°_wr."dar e� � (t)2i 2- 235 1)� NLGD 0611 5ta 30 2 DX28 aAt cm[uum I E 6 Dx0 II a I. aB°Bz• eaeTle w av < a rLE 1 MA1' m A - 62sf I � I � 0 W11P\�tGIB® •i�s ��� 1 0� n 1 N 0.G AND D2 "�-'•"�.smG Tnu[Cr er BR YC14 6 , k Gtuni ,,,A.t. 122 PANELIZED GARA E' ��„ R6�F P°'Bm BY WMH DINING ___—_ aoA ' 36700 I ALL ME SEPARATION B 15'-9"x 13'-0 1/2" ` GARAGE AND HOUSE 10 BE 0 (2)2x6 KITCHEN / 1 m 0 SHE BY B/P IN ACCORDANLE NTH IN I vfio T020 RC Nrs SECTION 13'-3"x 13'-O 1/2• 367a! I �� TILE •I •I ji �v° 1/4 MIfAOLAN-ZND FL(PER SIDE) (2)L{ 41a(x14'FLITCH PLATE PREP-2ND FL(2)5 1/2'DCROLAN-C1C(PER SIDE) —- D26 D26 s< 36709 s 4 (2)2.6 R-•1 INSUL Ty � o LIVING ° i S/L SA , 15'-10•x 13'-0 1/2' i MSTR BDRM 24 2 2 2 0 15'-6"x 13'-0 1/2" G-H OR a (2 302 (2)NIO-HEADER 2 2x10-HFaDER EGRESS 2635E St a 2639. 2-3 56E THUM LATCH 2-3 56E 19'-11' 1' W-4" EY-4' 6'-81/2' 6'-81/2' 7'-11 1/2' 7'-11 1/2" 13'-5" 15'-11' r f fy•''a^-}'�-�.�..�,� eP m eRr rD Ez1[wDR *ANDERSEN 400 SERIES WINDOWS W� 2/2 GRILLES* #;tl'l�(=:��✓,('J�L/ r41 (a�P Is E�e� ., (wsr BE APVDR -12'O.C.qP E)(�T.&I OSBNMKWACLH SHEATHING D LIVING APR 25 2023 DDDAAAUUU 4' '—! —4••—rs'—Cd•-4��IA'—PO'—PJ•_4•J•_4.0•_pJ•_4•d•_4•J•_4•J•-4•�yA•� J r-l.i!ram.:.. Rfii 1• ALL WINDOWS WITH A SILL HEIGHT LESS THAN]24�' I 2p•_e• —WINDBORNE DEBRIS NOTE: ABOVE ITNISHED FLOOR AND WITH A ExT.HEIG 3/8" x 14" FLITCH PLATE DETAIL 5/8'0 Ho® GREATER THAN 6'-0'TO GRADE SHALL BE EQ1)NWDOws SHALL BE PROTECTED FROM MND BORNE DEBRIS WITH FALL PROTECTION SUPPDED AND INSTALL FASTEN FLITCH BEAM & MICROLAMS TOGETHER W/ 16"D.C.(TYP) W ACCORDANCE MTH THE INTERNATIONAL RESIDENTIAL CODE SITE BY B/P IN ACCORDANCE W/R312.2 1/2"0 THREADED RODS W/BOLTS& WASHERS SHALL BE SECTION R301.2.1.2 EXCEPTION.THE BUILDER/ DER/PURCHASER EXTERIOR PRO�7EC710N�INCWOPoG FOR w1HE FDMG TMA57ENING RFD THIRD PARTY INSPECTION AGENCY PE RA `�s"A'"° BYII.OEB: H9NEOwNER: USE GROBi* z2 1 97 cus AL05 FAfAOHD 3AY1F 2)wINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE CEDAR KNOLLS FA7111,Y DP4llWG RATING SHALL CONFORM TO IRC SECTION R301.2.1 PRODUCTION No 900 MARCONI AVE s17E:. CONST.TYPE RONKONKOMA• NY 11779 1085 RYOER FARM LANE NEE FRANE LIGHT & VENTILATION SCHEDULE(s ORIENT POINT.NY 11957 MOTECIED RC 01(so G��� �_� REMSIDN DATE ROOM AREA M'= -\ n /O6/23 C LIGHT VENT •��,� v�:\1 COL ONIAL CTM—L REWIRED SI)PPDLT7 REQUIRED SUPPLIED °)> ��',7; FIRST FLOOR PLAN ' LIVING 206 16.5 25.8 8.24 18.99 'l i DINING ROOM 205 16.4 1 22.91 1 8.2 16.72 / AGE: KITCHEN 173 13.8 16.0 6.92 14.4 � _ "•�� DATE CHECN ®�® Westchester Modular Homes Inc MSTR BDRM 202 16.2 30.98 8.08 6.63 ��' C"=1;'_/1' 30 Reagans Mill Road,WingdDle,New York,12594 TBI (845)832-9400 Fax (845)832-6698 30'-0' 6'-3' il'-3' 4'-10' V-7- 3 6 3 6 3 46 3 EGRESS EGRESS I I EGRESS EGRESS I I I I 1 I BDRM 3 2 BDRM 4 13'-5'x 13'-0 1/2- 10'-3'x 13'-0 1/2' 'V •j 1 1 �1 DNEN BF30 o c N O RAIL BY N161 I 1 AN1C P.05. 1 p I I ssJfl`1,}`•I o ro I 4_____J • •I m I D26 I g" BDRM 2 g TnF 12'-6-x 12'-11 1/2' Am 30sf O ' (z)atD-xEADER EGRESS 24 2T 24 2 2— 46 (2)T1 I/4'h0CROLAM HDR,22'-9• 5 �f f 2.6 TOP PLATE W/2X12 W BETW'EEN ' 6•'4' B'-4' 2•-9' 6•-6• 4'-1' ........... .......::..................::::................................'::.....:.::' FASTEN SHEATHING TO `ASTEN TOP PUTE H ADER NTH B, TO HEADER W11H gCOMMONLS WGALVANIZED ANI� NN ER NNLS AT 3• ,P �7 ✓fA/ ' J••�"`^�.�_ PATTERN AS SHONN AND 3.O.C.W ALL FRAMING MEMBERSSHEA�IHING�UIxCEs �r•�'_-� '' ,}irei'~'_�'"` MUST OCWR'M1HIN SINPSON�CS20 24'OF MID HEIGHT. NAILS EACff71 eE 11 A END MW O/B•iFn«NE55 6 "AR 25 o0�+) NaOD STPUCNRAL 20�3 y��;`i 0 ANCHOR BOLTS PANEL SHEATHING WM5128' V t WASHER I 1 1 •,iJJ n`r2 -11 1 411 16•—r '-41/2• 23'-0' METHOD CS—PF— PORTAL FRAME THIRD PARTY INSPECTION AGENCY PE RA "A "° 6DLDE+ noMEONNER: USE GROUP: 22197 GUS Laos DETADIED SIDE GARAGE CEDAR KNOLLS FAWLY DWRUNG PRODUCTION uo. RON MARCOONKOM I AVENY 9ff: cwosr.m �__ RONKONKOMA, NY 11779 1095 09 NT POINT,NY 11957 B000 FRAt¢ - — -.`` UI ROTECTED LIGHT & VENTILATION SCHEDULE(SF) 1:,---1i' REMRCON a O6/2] ROOM AREA LIGHT VENT ,���<;"'.: '` ,��� COLONIAL CTM—L REOWRED SUPPLIED REWWED SUPPLIED 1 •�. ;I SECOND FLOOR PLAN 14 =V-B. BEDROOM 2 162 12.9fi 20.6 6.48 11.4fi 1jti�I .._ )�;11 BEDROOM 3 175 14.0 20.6 7.0 11.46 , Westchester Modular Homes Inc PAGE• BEDROOM 4 134 10.7 20.6 5.36 11.46 •�/� DATE CHECK 30 Reagan)Mill'Road,Wingdole,New York,12594 Tel (845)832-9400 Fax (845)832-6698 SURVEY OF: PROPERTY LOCATED AT ORIENT POINT Water Line(s) MUST Be inspected By The � •�.�,.� LP Suffolk County Dept. Of Health Services. LOT No. 58 AS SHOWN ON S Call 852-575y, 48 Hours in Advance, MAP OF ORIENT BY THE SEA, SECTION 2 FILED: OCTOBER 26. 1961: FILE No. 3444 To Schedule inspection(s). APR 25 TOWN OF SOUTHOLD LOT 5� — Z023 RESIDENCE 11F10L CO IjEgT�! SUFFOLK COUNTY. NEW YORK �� G��tGEGFd+g SERVICE; S.C.T.M. # 1000-15-4-5 @ TE►6 �1 ER MGM F isP ` ® WELL I AREA = 21,000.0 SF. C Y �ti ' `r�:,. ��� � ��1•���1*� � .� N 88°26'00"E � �•.. SCALE: 1' =30' e RlCg On ti' ��2+�'�t'� 150.00 �5 POLE a ?i� ISO'OFF ETRY-.•- NOTE: THE EXISTENCE OF RIGHT OF WAY 8' DIA X WETLANDS AND/OR EASEMENTS OF RECOR — O Z IF ANY. NOT SHOWN ARE NOT GUARANTEED. DEPTH 00 00 DRY WELL HOLE TEST LOT COVERAGE = o M M 1.989 SF. / 9% 00 ELEVATIONS REFER TO 1968 NAVD 0 28.1 46.0' ELEVATIONS SHOWN THUS +.++ 38'1� m p etanU 1.0 4.75X8.5X m m 'gym>(n 12' DEEP mD o� rn mmam `n m O J LONG ISLAND PRECAST I x 00 m r.X m o m o o h� TYPICAL MIN 3' z m A r m 2 Rv -o m^� o � WELL AND LATERAL MUST BE a m 4' tom 1.0 D TEST HOLE DATA LAND N/F ABOVE SEASONAL �nscn(n 40.0' y �]`{ T� q��T �T FINAL AMELIAS SOUND GROUNDWATER 3 { m = O O `�+ SY3OYdl�d O FjI AL SURVEY (NOT TO SCALE) Z O ►�—I - BY: McDONALD GEOSCIENCE PROPERTIES INC 28.1 - 1� 2 s. zOzm (VACANT) z uuLY m / m I GAR. of NEw SLAB m 1' — BROWN SILTY SAND SM (NOTE SANITARY �fl� ISO. EL 20.5 a � WATER PROPOSED �P� FJ�B YES BY OTHERS) C.O. :: •.MIM 22.0 LINE CO \ �� 8' DIA O PRECAST ISO'M 3' — PALE BROWN SILT ML o 1250 GALS IM I� �r, S.T. 00 _ PROPOSED L+ i rN 7� r- RIVEWAY m ; r rn 12' —PALE BROWN SILTY Sm -n SAND WITH GRAVEL _U P GPQSEI]-._� 6 3 BAN 2 R2LdS�? pj 5 Z ,� ti9 z NO WATER 8 — PALE BROWN FINE SAND SP �i Aroved �� � POLE S `c3 8°Z G'O O W :, WELL ENCOUNTEREDtpi3S� 150.00 18' BELOW SURFACE , SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION L4 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. - LOT 59 L00 PAUL BARYLSKI LAND SURVEYING COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SUFFOLK COUNTY DEPAR T tTEMT OF HEALTHi S..F;V10Ea RESIDENCE P A T C H O G U E N Y 11772 OR EMBOSSES SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. c PHONE 6 31-2 9 4-6 9 6 5 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO PEr^.g41T FOR APPROVAL 0F CONSTRUCTION FORA F/�X 6 31-6 2 -318 6 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. p GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL SINGLE 1`11(11ILY IiES1DF,iCE ONLY INSTITUTIONS OR SUBSEQUENT OWNERS. P A U L B A R Y L S K I o Y A H O O.C O M CERTIFIED T0: NOVEMBER 6, 2020 KONSTANTINE LOLOS DATE 2 ' �. r;L,:, o -2-0 _1 Zo d v1E 11-29-2022: PROPOSED RESIDENCE ANGELA LOLOS - ------ NEW YORK ABSTRACT SERVICES. INC. APP�o;�`"0 P Age 3-14-2023: REVISE SURVEY BEDROOMS FOR NTAxlmum OF _ 4-19-2023: REVISE SURVEY 4 415-P EXPIRES THREE YEARs rrpm mATr4 Gg • v 30'-0" 4'-1" 6'—3" 1, 11'—3" 4'-10" 3'-7- 3C 46 3 46 3 6 3 6 EGRESS EGRESS I I EGRESS EGRESS I I I I - I I BDRM 3 BDRM 4 13'-5" x 13'-0 1/2" 10'-3" x 13'-0 1/2" o I I o I I I I i7 T2 LINEN BF30 N N 0 � I — T N N O ----�RAIL BY WMH j I�ATTIC P D S. I vk - F- 1 25J/1'-I,54" I D26 "2 MBDRM 2TILE12'-6" x 12'-11 1/2" 30sfO (2)2x10—HEADER EGRESS 24 2T 24 2 2- 046 1/2" (2)11 1/4"MICROLAM HDR x 22'-9" 5 1 2x6 TOP PLATE W/2X12 IN BETWEEN " 8—4" 8'—4" 2'-9" 61—6" 4'-1" ....................................... .................................................. ........... .......................... ..................................... ............ ................................................................ ............ 16'-8" 13'-4" FASTEN SHEATHING TO FASTEN TOP PLATE HEADER WITH 8d TO HEADER WITH COMMON OR GALVANIZED TWO ROWS OF 16d BOX NAILS IN 3" GRID SINKER NAILS AT 3" PATTERN AS SHOWN AND O.C. 3" O.C.IN ALL FRAMING BLOCK SPLICES IN u MEMBERS SHEATHING. SPLICES MUST OCCUR WITHIN __ SIMPSON CS20 24" OF MID HEIGHT. W/(7 Bd NAILS EACH ND MIN 3/8" THICKNESS SU�F�� R 5 2023 (10001b MIN) WOOD STRUCTURAL ((1)) 5/8"0 ANCHOR BOLTS PANEL SHEATHING 161 TH K02 3/16" A ins q 9' WASHER NV = >1N'!RR Rye CZS I I I I �1/��p�Gr I I -4 1/2" 16'-3" -4 1/2" 23'-0" METHOD CS—PF — PORTAL FRAME THIRD PARTY INSPECTION AGENCY PE RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: GARAGE 202197 CEDAR KNOLLS cus LOLos DATACHED ELLING SINGLE PRODUCTION No. 900 MARCONI AVE MIL FAMILY DWWNG CONST. TYPE: RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 UNPROTECTED LIGHT & VENTILATION SCHEDULE (SF) �OfNEw REVISION DATE DESIGNER: LIGHT VENT �h�rlvs• CJ RC 01/06/23 COL ONIAL CTM — L C' ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED c�I �� � ' 0 99 SECOND FLOOR PLANI-S-CALE:- BEDROOM 2 162 12.96 20.6 6.48 11.46 �, _+ a �w 1 T4 = 1-0" BEDROOM 3 175 14.0 20.6 7.0 11.46 Westchester Modular Homes Inc BEDROOM 4 134 10.7 20.6 5.36 11.46 li+ DATE CHECK 30 Reagans Mill Road Wingdale New York 12594 r f$S1 ®® D Tel (845)832-9400 Fax (845)832-6698 46'-0" 8'-6 1/8" 13'-4 7/8" 12'-0 1/4" 6'-11 3/4" 5'-1" -GARAGE WALL PANELS ARE SHIPPED LOOSE 3275# (3)2x10 HEADER 3275# (2)2x10 HEADER AND INSTALL ON STE EXT. DEA BOLT -ALL INTERIOR FINISHES,ELECTRIC,AND sY6TEus VENT (t)2xs 2-C 235 (1)2xs NLGD 0611 S 18 30 2 CONNECTIONS ARE TO BE COMPLETED BY B/P nil -ALL CONSTRUCTION AND INSTALLATION OF PANElJ7FD GARAGE IS TO BE INSPECTED AND S 436 2 B 2436 ~ APPROVED ON STE BY LOCAL CODE OFFlCIAL S2 6 I I I J L.-- I I -- M (V DX 1_' I I O O DO I O CAR DB24 BWBT18 DS336 DW EP 830 ¢ d TILE 1 M n sL _D CA s- 62sf I r I I m IA -PLYWOOD ENDS R/H VENT TO DP I -RAS CABS 3/4- I Z GO UP THRU CAB n_224'CLASSIC CROWN 1 0�' (_;ISO IN CLG AND OUrMC27 833 C P. FAUCET BY B/P MC147TI1 fz -4 1 x ATne1 Oa 4'-0" ❑ M O ¢2 �1 m � 28sf PANELIZED GARA E I FLASH G_TOP BY B/P REP9m 1 ADA BY WMH � DINING _____ALL FIRE SEPARATION BE EN 3670# m I 15'-9" x 13'-0 1/2" I03GARAGE AND HOUSE TO BE D NE 0 (2)2x6 `c KITCHEN _ 011:1 V60 SITE BY B IN ACCORDANCE WITH o rn 2020 R NYS SECTION R3 .6 REP90 13'-3" x 13'-0 1/2" 3670# TILE II 1 p (2)) 9 1/4. MICROLAM-2ND FL(PER SIDE) (2)2x4 41sf °� Ym o M 3/8"x14 FLITCH PLATE PREP-2ND FL _ - D26 D26 N N .wpm o (2) 5 1/2" MICROLAM-CLG (PER SIDE) 19'-0" +/- 0 rn Cz X s/ x 3670# o W FA a (2)2x6o ?:*:tiSiY.Y2Fiii:'::iXY:"1'3KiFvtiSYr*YFih: ----- R-11 INSUL = DO DO LO J 11�' �4K Q O I M III = LIVING I I S/L s/L ; 15-10" x 13'-0 1/2" I MSTR BDRM I 2 2 2 2 I N o 15'-6" x 13'-0 1/2" I o LL (2) x10-H ER Q 8'-6" DX302 (2)2x10-HEADER to M (2)2x10-HEADER EGRESS 263SL S1 B 263SL N THUM LATCH 2-3 56E 2-3 56E 8'-4" 8'-4" 6'-8 1/2" V-8 1/2" 7'-11 1/2" 7'-11 1/2" 20'-0" 16'-8" 13'-5" 15'-11" B/P TO VENT F P TO EXTERIOR (B/P IS SPON RESPONSIBLE BTN CHASE MAINTAIN *ANDERSEN 400 SERIES WINDOWS W/ 2/2 GRILLES* (MUST BE INSPECTED AND APPROVED B� -12" O.C. FLOOR FRAMING IN KITCHEN, DINING AND LIVING APR THE LOCAL BUILDING OFFICIAL) -ZIP EXT. & OSB M.WALL SHEATHING A 25 2o23 a- ._a. ,_a• '-a• '-a• '-a• '-a• -a• _a- ._a. ._a' ._a. ,_a• ,_a. ._a• '-a' S FFQ1 K C� OF NOTE: HF !C F r;; t� SR�VECES ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" 1 1 1 1 1 1 1 20'-8" 5/8"m HOLE �GiV T WINDBORNE DEBRIS NOTE: ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF 3/8" x 14" FLITCH PLATE DETAIL STAGGERED GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS WITH FALL PROTECTION SUPPLIED AND INSTALLED ON FASTEN FLITCH BEAM & MICROLAMS TOGETHER W/ 16"o.C.(TYP) IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE SITE BY B/P IN ACCORDANCE W/ R312.2 1/2"0 THREADED RODS W/ BOLTS & WASHERS SECTION R301.2.1.2 EXCEPTION, THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED SERIAL No. U6 ILDER: HOMEOWNER: USE GROUP: EXTERIOR PROTECTION, INCLUDING THE FASTENING. THIRD PARTY INSPECTION AGENCY PE / RA 22 9 7 GUS LILIES DETACHED SINGLE 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE CEDAR KNOLLS FAMILY DWELLING RATING SHALL CONFORM TO IRC SECTION R301.2.1 PRODUCTION No, 900 MARCONI AVE SITE: CONST. TYPE: RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 UNPROTECTED LIGHT & VENTILATION SCHEDULE (SF) of NEW REVISION DATE DESIGNER, Hy A �0 RC 01/06/23 r LIGHT VENT �R �e _ ,s, �5 l� O O AL CTM — L ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED # FIRST FLOOR P L,4 N 11 1 O 22 1 4 = 1'-0" LIVING 206 16.5 25.8 8.24 18.99 w DINING ROOM 205 16.4 22.91 8.2 16.72 Westchester Modular Homes Inc PAGE' KITCHEN 173 13.8 16.0 6.92 14.4 `�.r P�SSt `- DATE CHECK ®�� 30 Reagons Mill Road, Wingdale, New York, 125943 A-1 MSTR BDRM 202 16.2 30.98 8.08 6.63 Tel (845)832-9400 Fax (845)832-6698 SURVEY OF: _ 6 2023 PROPERTY LOCATED AT ORIENT POINT OCR LOT No. 58 AS SHOWN ON MAP OF ORIENT BY THE SEA. SECTION 2 LOT 57 e� FILED: OCTOBER 26. 1961: FILE No. 3444 RESIDENCE BjovvnOfSouthold TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-15-4-5 I N 88026'00"E CONC. AREA = 21.000.0 SF. CONC. I timm 150.00 MON. MON. SCALE: 1"=30' 0 POLE z INOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD -11 ;0 IF ANY. NOT SHOWN ARE NOT GUARANTEED. p c, I M LOT COVERAGE = O - tF►�, 1.969 SF. / 9% 00 �J o 27.7 4 6.0' C�J ELEVATIONS REFER TO 1988 NAVD o fD U 1.0 ELEVATIONS SHOWN THUS +(+ �0Z� m o I cn NO0M b, -P' � A Z p C4 LAND N/F >Zm O ►� AMELIAS SOUND I z �O1 o a PROPERTIES INC z.s 2.4 _ (VACANT) m I NE �pF w� N m m � i 23.0 � CO m aD cmi C� I cD m q 050701 SET > � tANL I STAKE 10.O'K m 3 m e� 0 POLE S 88026'00W WELL I 150.00' STSET AKE SURVEYED BY: I Ln PAUL BARYLSKI LAND SURVEYING w PATCHOGUE NY 11772 LOT 59 PHONE 631-294-6985 co UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION RESIDENCE OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. F A/� 6 31—6 2 —318 6 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. P A I U I IL BARYLSKI®YAHOO.C O M GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO N O V E M B E R 6, 2020 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL A 11-2 9-2 0 2 2: PROPOSED RESIDENCE INSTITUTIONS OR SUBSEQUENT OWNERS. L1 CERTIFIED T0: viF,V� 3-14-2023: REVISE SURVEY KONSTANTINE LOLOS g,j" 4-19-2023: REVISE SURVEY ANGELA LOLOS P A 6-1-2023: STAKE OUT PROPERTY CORNERS NEW YORK ABSTRACT SERVICES. INC. 6-12-2023: STAKE OUT HOUSE 6-29-2023: FOUNDATION LOCATION 4415—FND SURVEY OF: c- r,. SUFFCLK COUNTY DEPARTMENT OL NEALTH SERVICES PROPERTY LOCATED AT ORIENT POINT i t ` ? Lia rJ; APPROVALOFSINGLE F RESIDENCE CONSTRUCTIED FOR LOT No. 58 AS SHOWN ON I i '� c?i , MAP OF ORIENT BY THE SEA. ;SE&ION 2 LOT 57 Date: APR 2 6 2024 H.S.Ref.No,y2_�p_��� FILED: OCTOBER 26. 1961: FILE' No. 3444 n TOWN OF SOUTHOLD ^n . _ The sewage disposal and water supply facilities at this location have been SUFFOLK COUNTY. NEW YORKI n`'pi I Inspected and/or certified by this Department or other agencies and S.C.T.M. # 1000-15-4-5 N 88°26'00"E CONC. found to be satisfactory FOR A MAXIMUM OF BEDROOMS. AREA = 21.000.0 SF. tout. rymm 750.00' WGN. 9 � �+�� SCALE: 1-=30' WON. POLE j I2m .,_ CRAIG KNF.PPER,P.E.,CHIEF iv NOTE: THE EXISTENCE OF RIGHT OF WAYS. OFFICE OF WASTE MANAGEMEI^ r WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. I oi n N LOT COVERAGE cE O 1.989 SF. / 9% I W-W. o(A b 46.2' Op `J ELEVATIONS REFER TO 1988 NAVD -0 ti -O 3 Z I ly N ELEVATIONS SHOWN THUS +++ 0mr> m o 31.3' _ m B.e rTi r_ A>O O W Im RY M U)Z O 4t 'o I Im xa FR.TRES B.B 'o 2 o 40.2' a U)O' 00 r B' s :n C n O 'Z v WIN z mm by Iw- t� rT 0 I m 2.3 2.9 <n 0�NE•V .C. me � Q��P S.T. GAR CO /AC ®m WATER 1r UNITS 29.3 \ (LINE 1 POOL 5078L J� NOTE:WELL AND ' F EGUIP `r GRAVEL DRIVEWAY SEPTIC SYSTEM LOCATION I / O W/BELL.ELK.CURB CgNO S BY OTHERS.B.O.H.REF.No. IAI LP /V� \\ SEPTIC LOCATION TANK WELL- `qP ST 76.6 76 1p1 POLE S 88°26'00"W WELL SURVEYED BY: LP 85.6 71. 150.00' PAUL BARYLSKI LAND SURVEYING WELL 77• 7e• I �' PATCHOGUE NY 11772 LOT 59 I PHONE 631-294-6985 uNAurIaROEO ALTERATION OR AOOITION To THIS SW VEV IS A VIOLATION FAX 6 31-6 2 7-318 6 OFX5 OFNMS ffTIENTWOT BSTATE ID EL RI LAW PAULBARYLSKIBYAHOO.COM OR EN3^OF,)OS SIRVEV NAP NOT OMB]TIE LAND SA VY M5 Rn�n OR R&DITI m SEAL SWILL tar �Ns�am ro ff A VALID c- 71) N D V E M B E R 6. 2020 GIURAMM OR[EHIffTHE S a Y IS PRE HEREON SHALL RLN BN.Y TO TIE POISON FOR I.G THE 001TA tl PRFPAPE➢.Ata ON NOS BEHALF ro TNT TITLE EUPANT.TOYTHE A UL AOE OFT HE MOMMM TmmaRN usTEONEREwAtmTOTIEAsslaaEsffTWELE,nBau�srmrtlaa 11-29-2022: PROPOSED RESIDENCE °uRANrTT` CURTIFICATION5 NOT TRAKWOmETO m'To"L Aj�F' 3-14-2023: REVISE SURVEY sas MOrUT� OR m0ff meNEls QIF'� 1A 4-19-2023: REVISE SURVEY CERTIFIED TO: KONSTAANGELANTINE LOLOS OLOS pAgK 6-12-2023SSTAKE OUT OUT HOUSE CORNERS NEW YORK ABSTRACT SERVICES. INC. 6-29-2023: FOUNDATION LOCATION 4415-FINAL 1-18-2024: FINAL SURVEY 4-15-2024: REVISE SANITARY LOCATION APR 2 6 2024 w?. �ESdvda CSC L3�v:Lkie�•r" Yo KATE Workers' CERTIFICATE OF INSURANCE COVERAGE ST Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent or that Carrier 1 a. Legal Name and Address of Insured(Use street address only) 1 b.Business Telephone Number of Insured Cedar Knolls Inc. (631)231-1518 900 Marconi Avenue Ronkonkoma, NY 11779 1 c. Federal Employer Identification Number or Social Security Number Work Location of Insured(Only required if specifically limited to certain 20-3896901 locations in New York State,i.e.a Wrap-Up Policy) 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as Certificate Holder) Hartford Life And Accident Insurance Company Town of Southold 3b. Policy Number of entity listed in box"I a":LNY641833 53095 Route 25 PO Box 1179 ' 3c.Policy effective period:1/1/2023 to 12/31/2023 Southold, NY 11971 4. Policy provides the following benefits: X A. All for the employer's employees eligible under the New York Disability Law _B. Only the following class or classes of employer's employees: _C. Paid family leave benefits only 5. Policy covers: X A.All of'the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law _ B. Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed February 7, 2023 By: David M Borl? (Signature of insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone No. 631 673 7600 Name and Title: President IMPORTANT: If box 4a is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Sub.8 of the Disability Benefits Law. It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street, Schenectady,New York 12305 PART 2.To be completed by the NYS Workers Compensation Board(Only if Box 4C or 56 of Part 1 has been checked State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named-insured employer has complied with the NYS Disability Benefits Law with respect to all or his/her employees. Date'Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone No. Title: Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS license insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance Brokers are not authorized to issue this form. DB-120.1 (10-17) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box"la"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2'. The insurance carrier must notify the above certificate holder and the Workers Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is-approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This certificate is issued as a matter of information only and confers no,rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with anew Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW 220. Subd. 8 (a)The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or-municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits, and after January first, two thousand eighteen,the payment of family leave benefits has been secured as provided be this article. AeC® CERTIFICATE OF LIABILITY INSURANCE DATE ZD02/YYY1� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). NT PRODUCER NAMEACT Mary Lou Miner Borg&Borg Inc. PHONE FAX 148 East Main Street c e . 16316737600 A/c No):631-351-1700 Huntington NY 11743 ADDRESS: certificates@borgins.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine and General 12294 INSURED CEDAKNO.02 INSURER B:Merchants Mutual Insurance 23329 Cedar Knolls Inc. 900 Marconi Avenue INSURERC: Ronkonkoma NY 11779 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:962277542 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP R POLICYNUMBER MM/DDIYYYY) (MMIDDNYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY GL2022LHB00364 10/12/2022 10/12/2023 EACH OCCURRENCE $1,000,000 �OCCUR DAM AGE S(RENTED CLAIMS-MADE PREMISES Ea occurrence) $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY D PRO ❑ LOC PRODUCTS-COMP/OP AGG $2,060,000 JECT OTHER: $ B AUTOMOBILE LIABILITY CAP1071165 5/7/2022 5/7/2023 COMBINED SINGLE LIMIT $1,000,000 Ea accident IX ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER I OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANYPROPRIETOR/PARTNER/EXECUTIVE El N/A E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED7 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^^^^^ 113120755 BORG&BORG INC 148 E MAIN ST HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CEDAR KNOLLS INC. TOWN OF SOUTHOLD 900 MARCONI AVE ' 53095 ROUTE 25 RONKONKOMA NY 11779 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12190 763-9 772855 02/12/2023 TO 02/12/2024 2/7/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2190 763-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN 'THE STATE OF NEW YORK,-EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT J OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1039190861 U-26.3 NYSIF r New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^A^^^ 113120755 BORG&BORG INC 148 E MAIN ST Mail HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CEDAR KNOLLS INC. TOWN OF SOUTHOLD - 900 MARCONI AVE 53095 ROUTE 25 RONKONKOMA NY 11779 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12190 763-9 772854 02/12/2022 TO 02/12/2023 2/7/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2190 763-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:514851227 U-26.3 PL'UcR CER TIFICIA T/O/ OW C -E W 1`4 BEFORE q� l APPROVED AS NOTED CERTIPICATEOF pCqUPAN(, DATE: 5' B.P.4 SOLbER-USED IN WATER SUPPLY SYSTEM'CANN07 FEE: BY: EXCEED 2110 OF I% L EA 0. NOTIFY BUILDING U.-PARTMENT AT 765-1802 8 AM TO 4 ;"M FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ALL PLUMBING 2. ROUGH - FRAMING & PLUMBING WATER LINES N*E8V4-�-1-"`A"'. 3. INSULATION NG-B9F0@t 0 4. FINAL - CONS?PU"710N MUST BE COMPLETE 0. ALL 'CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPEECTIOM REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 00 40T PR0.'C'i,:E"-'E"'D-'- ,'- -W. -ITW., L"* AS REQUIRED AND CONDITIONS OF .'FRAMING-.0 -I' - " v. 0.FFOUNDATI( )N �11 9WNZBA HAS BEEN APOANED. �-M �NGBOARD S0Lj-T4' V1D7-0W1 MISTEES Blower door and ductwork testing required. "')CCUPANCY OR Must provide Manuals JSE IS UNLAWFUL D, J and S as per /VITHOUT CERTIFICAT NYS Energy Code JF OCCUPANCY All exterior lighting installed,replaced or repaired shall conform to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. f ,I PFS Corporation d/b?a PFS TECO PFS•TECO An Employee-Owned Company Michael Hatcher February 1,2023 Westchester Modular Homes,Inc. 30 Reagans Mill Road Wingdale,New York 12594 Re: Westchester Modular Homes,Inc.,Wingdale,NY NYSDOS Systems Approval No. M0659-2022-104 Submittal: #21197 ,Lolos Residence at 1095 Ryder Farm Lane,Orient Point,NY in[Suffolk County Dear Mr. Hatcher, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the 2020 NYS Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS, 2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question, please feel free to call this office at any time. ( Digitally 1gnedby Harold i DN:cn=Hamld,o-PFS. Sincerely H a ro I d\c 11,nReview. , mall=harold.raup@pfsteco. Harold Raup -0Sar D5 / Date:3013A2011a:585] Plans Examiner Supervisor NER,SER harold.raup�Ppfsteco.com Eric: As stated above. Cc: PFS—File copy Donald Thomas, Jr., AIA (DOS) 570.784.8396 • 417 Central Rd.Ste.2 • Bloomsburg,PA 17815 �Fs/T O TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C. HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ TELEPHONE:(518)474-4073 SECRETARY OF STATE W W W.DOS.NY.GOV September21, 2022 Mr. Mike Hatcher Westchester Modular Homes 30 Reagans Mill Road Wingdale, NY 12594 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M0659-2022-104 PREVIOUS APPROVAL NUMBER: M00669-2020-056 Dear Mr. Hatcher: In reference to your written application for approval received August 9, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M0659-2022-104 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until September 21, 2024, unless sooner revoked, and is subject to renewal at that time.A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 85 PSF Seismic Design Category: B, C and Do Townhouses shall be designed to Seismic C or Do (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to:5140 mph Vult Exposure Category: B, C and D Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on September 8, 2022 under Systems number M0659-2022-104." Page 1 of 3 • The approval identified above is limited to all construction that takes place in the factory. Siteselated work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, docks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020, RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load, seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"DO, D1 &D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R"values Page 2 of 3 • Field completed insulation assemblies • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 st finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailing me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Renee Moist- PFS Corporation Page 3 of 3 National Flood Hazard Layer FIRMette FEMA Legend 72°15'26"W 41°9'35"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation(BFE)Ado Zw A.V.A99 SPECIAL FLOOD With BFE or Depth Zone AE.AD,AH,VE.AR HAZARD AREAS Regulatory Floodway &MITI 0.2%Annual Chance Flood Hazard,Areas tOf1e�VE of 1%annual chance flood with average (EL�15 Feet) a '� depth less than one foot or with drainage _ areas of less than one square mile z,�-r `v Future Conditions i%Annual Chance Flood Hazard z,,,,,x Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes.a,-k one�VE FLOOD HAZARD " Area with Flood Risk due to Leveez,,,.,o (Ei.K14'Feet) do 000 NO SCREEN Area of Minimal Flood Hazard i9/2 1 1 5/2 ' ' Effective LOMRs 1 1!r 1 1' OTHER AREAS Area of Undetermined Flood Hazard z.;,,, ff + 11' -- GENERAL - - Channel,Culvert,or Storm Sewer STRUCTURES I I I I I I I Levee,Dike,or Floodwall AREAOF MIPIIMAL FLOOD HAZARD a Z"Z Cross Sections with 1.%Annual Chance 17.5 Water Surface Elevation a- - - Coastal Transect ---sm^^^ Base Flood Elevation Line(BFE) To��u of Southold Limit of Study 360813 Jurisdiction Boundary —--- Coastal Transect Baseline OTHER _ Profile Baseline FEATURES Hydrographic Feature VI Digital Data Available y No Digital Data Available 40 MAP PANELS Unmapped 0 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of i 1 1 1 ' 1 • 1 ne AE digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap ' 1 1 1 accuracy standards wqr The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported on 1/6/2023 at 8:40 AM and does not reflect changes or amendments subsequent to this date and time.The NFHL and effective information may change or Zone AE become superseded by new data over time. (ELlB Feet This map image is void if the one or more of the following map elements do not appear:basemap imagery,flood zone labels, (EL'fi Feet legend,scale bar,map creation date,community identifiers, 72°14'49"W 41°9'8"N FIRM panel number,and FIRM effective date.Map Images for Feet 1.6 000 unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Basemap:USGS National Map:Orthoimagery:Data refreshed October,2020 Sound View Rd soul as y� 9.6 Vol, N sea a r T soap a to �J 1*0oill vr�s 1095 Ryder Farm Ln, Orient,NY 11957 *30%1r 22 I ' n B CGenerated by REScheck-Web Software �J( Compliance Certificate Project COLONIAL-22197 Energy Code: 2018 IECC co Location: Southold, New York f j ay Construction Type: Single-family r cc: tu Project Type: New Construction Conditioned Floor Area: 2,080 ft2 f, Glazing Area 12% Climate Zone: 4 (5572 HDD) ! Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1095 RYDER FARM LANE GUS LOLOS ROMEO CACANINDIN ORIENT POINT, NY 11957 CEDAR KNOLLS, INC WESTCHESTER MODULAR HOMES 900 MARCONI AVE 30 REAGANS MILL RD RONKONKOMA, NY 11779 WINGDALE, NY 12594 Compliance: Passes using UA trade-off Compliance: 6.1%Better Than Code Maximum UA: 329 Your UA: 309 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Req. Ceiling 1: Raised or Energy Truss 1,261 38.0 0.0 0.025 0.026 32 33 Wall 1:Wood Frame, 16" D.C. 2,120 21.0 0.0 0.057 0.060 102 107 SIDELIGHT: Solid 16 0.270 0.320 4 5 B-LABEL: Solid 20 0.160 0.320 3 6 FRNT DR: Glass 20 0.370 0.320 7 6 SHGC: 0.34 REAR DR: Glass 18 0.370 0.320 7 6 SHGC: 0.34 SLIDER: Glass 40 0.300 0.320 12 13 SHGC: 0.32 Window 1:Wood Frame:Double Pane with Low-E 221 0.300 0.320 66 71 SHGC: 0.31 PERIMETER:Wood Frame, 16" D.C. 174 13.0 0.0 0.082 0.060 14 10 BSMT WALLS:Wood Frame, 16" D.C. 224 11.0 0.0 0.089 0.060 20 13 Floor 1:All-Wood j oist/Truss:Over Unconditioned 1,261 30.0 0.0 0.033 0.047 42 59 Space Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other _ calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ROMEO CACANINDIN Romeo Cacanindm O 1/18/23 Name-Title Signature Date Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 2 of10 e REScheck Software Version : REScheck-Web C�J( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified & Req.ID 103.1, Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PRI]i energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, :Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable U Manual J or other methods Btu/hr Btu/hr ;❑Not Applicable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. 1 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 3 of10 Section �# Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FOI1]z protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable _ ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID , 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not table for values. [FR111 ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR411 :are determined in accordance ❑Does Not u :with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR2311 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting i ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402:4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable fff ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not J >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for diameter>=3 inches and R-4.2 ,for<3 inches in diameter. 403.3.2 :Ducts,air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ❑Does Not v :joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 4033.5 • Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 9 ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ❑Complies ,[FR1712 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to>_R- V 3 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC E ❑Complies [FR24]1 piping. s ❑Does Not v ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- I❑Complies [FR18]2 >_R-3. ❑Does Not ;❑Not Observable j❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) :3 1 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 5 of10 section Plans Verified Field Verified. # Framing/Rough-ln Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1, 3. Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 6 of10 e Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ' ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- I❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable U ❑Not Applicable 303.2, 'Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor,or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing ; members. 402.1.1, 'Wall insulation R-value. If this is a R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; :requirement applies (FR10). ;❑ Steel ;❑ Steel ;❑Not Applicable ; ; 303.2 :Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 7 of10 f section Plans Verified Field Verified # Final Inspection Provisions ' Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]1 :insulation >_R-value of the ❑Does Not adjacent assembly. j❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ;❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ,leakage measured with a ;ENot Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch !w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 i❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not !design air flow. ❑Not Observable ❑Not Applicable j 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable j 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable .403.5.1 Circulating service hot water ❑Complies [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable IE]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '11 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 8 of10 Section Plans Verified." Field Verified. # Final Inspection Provisions Complies? Comments/Assumpt&ons &Re JD Value Value •403.6.1 All mechanical ventilation system " ❑Complies [F[25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems - ❑Complies [F128]2 have a circulation pump.The ❑Does Not i system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are {not present.Controls for circulating hot water system pumps start the pump with signal ifor hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and a no demand for hot water exists. 403.5.1.2 ti Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ° ❑Not Observable heat tracing to maintain the ti ❑Not Applicable j desired water temperature in the t piping. 403.5.2' Demand recirculation water ❑Complies [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [FI611 :fixtures have high efficacy lamps. -]Do Not ❑Not Observable I ❑Not Applicable 404c1.1 Fuel gas lighting systems have ❑Complies 11`12313 no continuous pilot light. ❑Does Not ❑Not Observable I ❑Not Applicable j 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 9 of10 Section # Final'Inspection Provisions Plans Verified Field Verified Value,, Value Complies? Comments/Assumptions &Req.ID 303.3- • Manufacturer manuals for ❑Complies [FI1813: mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) Ii 3'1 Low Impact(Tier 3) Project Title: COLONIAL-22197 Report date: 01/06/23 Data filename: Page 10 of10 �J( 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.30 0.31 Door 0.30 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments WMH STRUCTURAL CALCULATION SHEET SERIAL NO: 1122197 __ LOCATION: Main House STATE:1.NY.) FORMULAS AND FACTORS PER 2018 NDS TRUSS REACTIONS of P. A co y: Per Side] 7 R1= 1191lbs R2 199'lbs yet l Spacing= 161 in.o.c. g 9 4 Truss:t C 99C 4703 6 3 Roof LL=Pg*0.7*Ct*Unbal.Load (assumes Ce and I=1.0) 5 (Load in psf) Pg *0.7 Ct Unbal. RfLL 9 (post) 2 Design Snow Load 55 0.7 1.1 1.3 55 LOADING CONDITION Actual Snow Load 1 40 0.7 1.1 1 1.3 40 1 DIAGRAM Width(ft)--'_14_J Roof Pitch:` 7� Top Chord Bot.Chord (Load in psf) LL DL LL DL Total Truss Type: 'C'=Cape/Storage Design Load 55 ]0 0 10 75 Actual Load 40 10 0 10 60 DESIGN LOADING(PSF) Total Load Reduction Factor= Actual 60 = 0.80 LL DL TL Design 75 1 ST FL 40 10 50 CEILING 0 7 7 Live Load Reduction Factor= Live Load 40 = 0.67 ND FL 30 10 40 Total Load 60 ROOF-EXT 477 238 715 ROOF-MAT 80 40 119 Adjusted Loads _ EXT WALL 1 0 50 50 W I(tot)= 715,lbs/If W2(tot)= 1191 lbs/If MAT WALL 0 40 40 W I(live)= 477 lbs/If W2(live)= 80,,lbs/If LOAD COMBINATION SUMMARY CHART(lbs/It) Loading Ist Floor 1st FI Wall Clg 2nd Floor 2nd FI Wall Roof/Ext Roof/Mate Total-Ext Total-Mate Condition Total Live Ext Mate Total Total Live Ext Mate Total Live Total Live Total Live Total Live 1 350 280 350 280 350 280 2 350 280 50 40 49 280 210 607 368 597 368 3 350 280 50 40 49 280 210 50 40 715 477 119 80 1252 725 736 427 4 350 280 50 40 715 477 119 80 926 568 419 270 5 49 49 0 49 0 6 280 210 280 210 280 210 7 280 210 50 40 715 477 119J80 873 515 367 217 E89 715 477 119715 477 119 80 k 280 210 50 40 715 477 119922 515 416 217 Notes: I. Floor and ceiling loads above are calculated using the following: [Box Width(ft)]/2 x Design Load Example: 1 st Floor= 14 /2 x 50 = 350 Ibs/lf 2. Roof loads are taken from Max Gravity Reactions listed on truss drawing and adjusted to account for spacing and Actual(required) versus Design snow load as shown above. 3. Load totals given for conditions with multiple live loads incorporate a reduction factor of.75 applied to the live loads only. WHM Inc.- Revised 2/1/2023 0 , I 1 ERII L zz197 Beam Calculations -Truss: CC994703 Main House y�1 licrola Cf+{:b :dues SPIT 42 Desien Values Formulas used in Calculations .L� 2925 psi Fb= 875 psi A= b d A =3/2Max Shear/F,' I TL-A (is15 w L)'/E .;`•C'- P P ()() aEQ•D- aEQv( )- n l( nX �'L ` } � 285 psi Fv= 135 psi S=(b)(d)2/6 S.Q•D=12(W)2/8(Fs') IREQ•D(LL)=ALL0.875xWr,)(L)'/E .,000,000 psi E= 1,400,000 psi I=(b)(d)'/12 � ASS t`t � .�- ---�------------------ - -- neam#1: Location:IIQTCHEN WINDOW HEADER- `FLOOR ABOVE 1 ! Loading Parameters: Beam Tyne: Loading Conditions: Loading Condition:{ 7 I(from cover sheet) S I CM"for Microlam) WFL=1873.4Iplf Length of Beam:f 75 I ft=L ("S"for SPF#2) WLL= 515.2 plf Beam Location:. E I 1("M"for Mate Line) _ ("E"for Exterior) Max Shear=WL/2Ibs= Y 3275i Ibs Max Defl(TL)=L(12)/240 in 0.381 in Support Wall Height:=ft Max Moment=WL2/8 ft-Ibs= _6141I ft-Ibs Max Defl(LL)=L(12)/360 in=`_0.25I in Member Analyzed: SPF 92 Beam PASSES SPF 42 Adiustment Factors Adjusted SPF 42 Designs Values _Onantity Depth CD(fb) 1.15� Cr(Fb)=l1.15 Fb=' 1272.9]psi 3j @2x{ 10 1in CD(ro)='. 1.15 { Fv=1 155.3!psi CF(Fb) 1.1- E= - 1,400,0001 psi Required Properties Of Beam Required Posts A= 55.51 in2> A,,)_' 31.6351 in 57°/ S=, 85.61 m'> S(.QD)_, 66.61 in' 78% 2x3's=4 --` -- 1= 395.71 in'> ITU.W)_. 118.44:m' 30% or2x4's=2 ILr.jnQD)=,• 104.791 in' 26% or 2x6's='1 ' Beam#2: Location:(FLOOR GIRDERS V_^ FLOOR 1 Loadine parameters: Beam Type: Loadine Conditions: Loading Condition:I 1 I(from cover sheet) I S I("M"for Microlam) WTL=I 3501plf Length of Beam: 10 Ift=L ("S"for SPF#2) WLL= 2801pif Beam Location:i M I("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs 1750,Ibs Max Defl(TL)=L(12)/240 in= 0.5i in Support Wall Height:7g i ft Max Moment=WL'/8 ft-Ibs _ 4375,1 ft-Ibs Max Defl(LL)=L(12)/360 in=.-__0.33I in Member Analyzed: SPF#2 Beam PASSES SPF 02 Adiustment Factors Adjusted SPF 42 Designs Values _Ouantity Depth CD(fb)= 1 1 C�(Fb)= _ I_ _ Fb=l 962.51 psi _-- 21 @2xF 10 In CD(N)= I I Fv= 135:psi CF(Fb)=, 1.1 E 1,400,000I psi Required Properties Of Beam Required Posts A='_---371 in2> A(.q.)_: 19.441 in' 53% S= 57 inr> SwQQ)=I 54.5 in' 96% 2x3's=2- i I= 263.8!in'> IT".17D)=. 112.51in' 43% or2x4's=1 I ----- 1LU-qD) 131!in' 51 or 2x6's=1 Beam#3: Location:IFLOO GIRDERS FLOOR- Loading Parameters: Beam Tyre: Loading Conditions: Loading Condition:1 3 I(from cover sheet) I S I("M"for Micro[.) WTL=I 7361pif Length of Beam: 7S Ift=L ("S"for SPF#2) WLL= 427.2plf Beam Location:) M I("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs=' 2760�Ibs Max Defl(TL)=L(12)/240 in= 0.381 in t Support Wall Height: ft Max Moment=WL2/8 ft-Ibs=)_- 51751 ft-Ibs Max Defl(LL)=L(12)/360 in=_0.2251 in Member Analyzed: SPF 42 Beam PASSES SPF#2 Adiustment Factors Adjusted SPF 02 Designs Values f7iti � Depth CD(fb)= 1.11 I CKFb)=' 1 Fb- 1106.9;psi @2x In 10 Iin CD(fv)= 1.15 Fv 155.3 psi CF(")= 1.1 i E IA00,000:psi Required Properties Of Beam Required Posts A=. -37,it?> A(_qD)_' 26.655!in' 72% S= 57i in'> S(-QQ)= 56.11in' 98% 2x3's=4 _ I I= __ 263.5�in'> ITu.QD)_. 99.8i in' 38% or 2x4's=2 � 1/UFIM Inc:Revised 2/1/2023 ILL(aEQD)=._, 86.9'in' 33% or 2x6's=1 Header 91: Location:!Door to Garan Header_ 4� Formulas used in Header Calculations S=(b)(d)2/6 SREQ'D=12PL=/4(Fy) I=(b)(d)'/12 IREQ'D(TL)=1080PL2/E Header Tyne: Length of Header:, r 3_51 ft M ("M"for Microlam) CD(fr)= I Member Analyzed: hlircolam Beam ("S"for SPF#2) CD(tb)= I C,(Fb)= 1 uanti Depth CF(Fb)= I _J 2' @ 1-1/2x 9.25 l in Properties Of Header Required Properties Of Header Adjusted Microlam Design Values A=• 27.81 A(REQ'D)-) Olin PASSES Fir 285f psi Fb= 29251psi S= 42.81 in3> S(REQD)_; 26.31m' PASSES E_, 2,000,000 psi I= 197.91 in'> 414-VD)= 47_211 in' PASSES Max Moment @ P=Pab/L ft-Ibs= _ 6422.5,ft-ibs a(ft)=11.75 b(ft)=1.75 _ 7340 Ibs Max Allowable Defl=L(12)1360 in= x P=_, 0.12lin j j Deflection @ P= 0.03!in Beam: 1�11jj�jjj�jjjj�j11�11�111111111111111111111111111111111111111 _ Max Deflection @ x= 0.03 in PASSES Rj= 3_67_0_ IIbs. Rz 3670 where x is: 1.75 ft to the right of RI Ibs Required Bearing:—- 8.6in2 Note:Bearing Area Requirements established using SPF#3(Fc=425psi) Required Posts for Header Q: R2= 3670 lbs. Compression Bearing Use: 2x3's=-4 1 > 3 } 4 or 2x4's='2 I = 2 l} 2 or 2x6's=2. ._ -f - 2 Of NE141j, CO ESS WHM Inc:Revised 2/1/2023 SERIAL NO: 22197 Flitch Beam Calculations -Truss#1 Steel Flitch to be Installed On-Site by Builder/Purchaser Steel Design Values Micro-lam Design Values Formulas used in Calculations Fb= 24000 psi Fb= 2925 psi S=(b)(d)'/6 SRE,D=12(W)Z/8(Fti) IREQD(TL)=A1L0.875)(WTtJ(L)'/E E= 29,000,000 psi E= 2,000,000 psi I=(b)(d)'/12 IREQ,D(LL)=6Ljl.875)(WTL)(L)'/E Beam: Location:lKitchen Living FLOOR ABOVE i Point Load From Beam#( N/A Loading Parameters: ii Beam Type. Uniform Loads Loading Condition:; 7 4from cover sheet) S 14 �in.Flitch Depth WTI=;733.97jplf WLL=. 1plf Length of Beam:i 20 ift=L } M'�7 Side Members- ("M"for Micro-Lam) Beam Location:i M l("M"for Mate Line) ("S"for SPF#2) 0'ft.':Point Load Offset Dim' ("E"for Exterior) Max Shear=WL/2 Ibs=' 7339.7,Ibs Max Defl(TL)=L(12)/240 in=; 1 1iin Support Wall Height:!, 8 �ft Max Moment=WL�/8ft-Ibs= 36699;ft-Ibs Max Defl(LL)=L(12)/360in _0.67;in USE: 3/8�in.1 X �14 in Steel Flitch between Modules 3/83/ Properties Of Bea_m _ Required Properties Of Beam-Uniform Load Required Properties Of Beam-Point Load S= 168i jr?> S(.Q•o)= 11MIin' PASSES S(-QQD)= Olin, PASSES I=' 1640;in > ITuREQo)= 1321.15,in° PASSES ITL(R Q�I= 0_0 in° PASSES _- -_. ILL11ol= 1172_97iin4 PASSES Combined Deflections: A Uniform Load: Max A=5w1"/384EI= 0.81 in. A Point Load: Max A @ x=Pab(a+2b�3a(a+2b)= + 0'in. 27EI Total Deflection: =T o.8l in. < l in. PASSES Beam Loading Diagram: L=' 20A a(ft)=0 b(ft)=40 x O fr. Beam: WTI= 733.97349 plf j R,= 3670 1lbs.per module Ri 3670 lbs per module Required Bearing: 8.6;in2 Bearing: Note:Bearing Area Requirements established using SPF#3(Fc=425psi) Required Posts for Header R2= 3670jlbs. Compression Bearing Use: 2x3's=;4 ; > 3 } 4 OR 2x4's=12 = 2 t} 2 OR 2x61s=1 I = _2 6Y E141. �0- co r 1 CC 1 �t INHM Inc:Revised 2/1/2023 ,gc SERIAL NO: '22197 Flitch Beam Bolting&BearinLi Steel Flitch to be Installed On-Site by Builder/Purchaser Steel Design Values Micro-lam Design Values Fb= 24000 psi Fb= 2925 psi E= 29,000,000 psi E= 2,000,000 psi Calculate Load Carried by Flitch Location: Roof E X I Microlam: 2000000 x 395.73 = 791,453,125 Steel: 29000000 x 30.38 = 880,875,000 EI= 1,672,328,125 Load Carried by Steel Wplf x %Load = Load Carried by Steel 4 734 1 52.67% = 386.6 plf Design Bolt Fastening Capacity of Bolt [1/4"-1"Dia& Load perpendicular to Grain] D= 0.5 Diameter I,= 3 Inches,Length of Bearing in Side Members Fes= 3900 psi,Dowel Bearing Strength of Side Members,[NDS 2018 Table 12.3.31 Fem= 87000 psi,for ASTM 36 Steel Fyb= 45000 psi,bolt bending yield strength Rd Is= 5 Reduction Term[NDS 2018 Table 12.3.1 B] Rd IV= 4 Reduction Term[NDS 2018 Table 12.3.113] Re= 22.31 k3 -1+SQRT(2(1+Re/Re)+(2Fyb(2+Re)D2)/(3Fem/S2))= 0.678 Maximum Bolt Capacity Z Is=(2(D)(I,,)(F.))/Rd= 2340 # Bolt Capacity Mode I Z❑Is=(2k3DI,Fem)/((2+Re)Rd)= 1457 # Bolt Capacity Mode III Z Iv=((2 DZ)/Rd)(SQRT(2F_Fyb)/(3(l+Re))= 1323 # Bolt Capacity Mode IV Max Alloable Bolt Capacity: 1323 # Calculate Bolt Spacing Max Allowble Bolt Spacing=(Maximum Allowable Bolt Capacity/Load Carried by Beam x 12"_ Max Allowble Bolt Spacing= 41 in o.c. Bolt Spacing Used= 16 in o.c. Calculate Bolt End Connection Load carried by Steel= 386.6 plf(total) Beam Span= 20.00 ft of NEW Flitch Beam End Reaction (WP�I/L,n)/2= 3866 lbs T • ~A olts Req d ea End:= 3 Bolts �, �, s.E_ Qj -t Q f WHM Inc.-Revised 2/1/2023 Job Truss Truss Type Qty Ply West Chester 212 102859 CC541808 HINGED ATTIC 1 1 7 STORAGE 1&10 UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan 8.220 a Aug 13 2018 MiTek Industries,Inc. Fri Sep 11 12:05:14 2020 Page 1 of 1 Copyright @?020 UFP Industries, Inc.All Rights Reserved 13-10-0 13-10-0 9 26, 7 9 5 24 6 w4 w 10 25 SOLAR-READY 11 7.00 F_i2 1�96 23 21 22 26 T R U S S" C? c� SMH18 4 y6 Ss 12 SMH18E 00 u� 1.5x411 0 7,5- 0? 1.5x411 3x4 2y A 14-0-0 ur' 13 3x4= 23 SMH18D F 2 0.-4-0 2 SMH18D 14 1 1 15 N W1 _ _ W1 N rn B1 T B 20 1.5x411 19 19 17 1.5x411 16 18 1-9-9, 5-0-7 1 7-0-0 7-0-0 1 5-0-7 , 1-9-9 27-8-0 Plate Offsets X Y- 1:0-1-12 0-1-8 3:0-1-4 0-0-0 4:0-1-0 0-1-0 12:0-1-4 0-1-0 13:0-1-4 0-0-0 15:0-1-12 0-1-8 16:0-2-4 0-0-12 20:O-2-4 0.0.12 21:0.0-12 0-0-0 22:0-14 D-1-8 LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.35 19 >469 240 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.46 19 >355 180 MT18HS 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 15 n/a n/a BCLL 0.0• Code IBC2018/TPI2014 Matrlx-R Attic -0.35 18-19 490 360 Weight:125lb FT=0 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins. IPI T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SPF No.2 JOINTS 1 Brace at Jt(s):21,22 WEBS 2x4 SPF Stud*Except* W3:2x6 SPF No.2 REACTIONS. (lb/size) 1=1154/0-3-8,15=1154/0-3-8,18=246/0„M Max Horz 1=-320(LC 7) Max Upliftl=-344(LC 9),15=-346(LC 10),18=4(LC 9) Max Gravl=1183(LC 14),15=1185(LC 15).18=376(LC 2) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1468/379,2-3=-1460/412,3-4=-1424/425,4-23=-1278/452,5-23=-1247/472,5-24=-385/84,6-24=-339/85,6-7=-276/100,7-8=-280/101,B-9=-288/100,9-10=-288/100,10-25=-351/85, 11-25=-397/84,11-26=-1242/472,12-26=-1278/452,12-13=-1424/421,13-14=-1460/409,14-15=-1468I375 BOT CHORD 1-20=-272/1133,19-20=-272/1133,18-19=-272/1133,17-18=-272/1133,16-17=-272/1133,15-16=-272/1133 WEBS 12-17=-181/158,2-20=-144/283,14-16=-143/283,4-19=-182/159,5-21=-1092/499,21-22=-932/458,11-22=-1100/499,7-21=-224/425,9-22=-222/426 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 5=1092/499/148/0,6=309/97/362/0,7=259/425/44/0,8=188/101/132/0,9=267/426/43/0,10=321/97/364/0,11=1100/499f148/0,17=181/158/0/0,18=272/1133/240/0,19=182/159/0/0 NOTES- (16-18) 1)Wind:ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30ft;Cat.11;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Extedor(2E)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-9-5,Exterior(2R)10-9-5 to 16-9-5,Interior(1)16-9-5 to 24-64,Extedor(2E)24-6 4 to 27-6 4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat D;Sheltered;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered forthis design. 5)All plates are MT20 plates unless otherwise indicated. 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made t6 prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others forforces as indicated. 9)This truss has been designed a 10.0 psf bottom chord ive load nonconcurrent with any other ive loads. 110)* r This truss has been designed for a live t in of 20.Opsf on the bottom chord all areas wherel a rectangle 3-0-0 tall by 2-0-0 wide will fit between the I ,t/�O�NJ chord and any other members. 4 {_A �T 11)Ceiling deed load(5.0 psf)on member(s).4-5,11-12,5-21.21-22.11-22 to r' REOIST68EO y 12)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.18-19,17-18 O Off+ 13)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 344lb uplift at joint 1,346lb uplift atjoint 15 and 416 uplift V ROFESSIO DIAL 18. 14)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ` KEV I N YY.EBRj� h/IAN 15)Attic space shown is not designed far occupancy. / 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary suppc EN field-installed members must be properly fastened pdort6 applying any loading to the truss.This design anticipates the final set position. I•E �`� 18)This Solar-Ready Truss'N1 was designed to accomodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin 194 further information 6n the Solar-Ready Truss'31 program.For loading condtions that differ from those shown on the truss print,a custom design will be necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. .. � j ~ 19)Revision of CC541805;updated code,added solar load,increase wind. The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. 9/14/2020 ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MilekSupp\templates\ufp.tpe UFP INDUSTRIES Job Truss MFG Customer 102859 CC541808 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,1tt,ttttulluN ,i N �`. OFF r �~,•, a�••C:... F�;r,,' 4 N OF F .``� � ». �f ��:. aF NEW Hq yjo F .G�` o` KEVI N W. G ,r KEVIN W. `•t 4 FR MAN � -�� FR �Iv1AN �* = "' F Mari `�` - ��ti• No. o � ��•� N C�.•.,rt� . s�°•��',•�` G1$T�R �� ', . �«�,cEivs�°�'r��';� G,c� S��NAI LNG �A L. is��QNA��� �� S�ONALE� %%Wl � p F N r ttt,inniu,l,��,. o . ...�P r% �P�� �l. FRF y�'Q KEVIN W. FREEMAN o 1��,,t OF VE , CO _ r_ I a[ No.X6111;STERED 45 0. M1l�Y8o24 a � '�•' 5�9"•� : o �� `rS V �` ,o �' ESSIONAL ENGINEER �,,,,,�NA t,,,t�•` '�1NA� ,�` O�ESSIOXA (CIVIL) Corporate Engineering 2801 East Beltline,NE Grand Rapids, M149525-9736(616)364-6161 Fax(616)365-0060 ufpi.com Job Truss Truss Type Qty Ply Westchester 212 112100 CC994703 HINGED ATTIC 1 1 7 Stor 26'10(13 EBC-,13'10) UFP Industries Inc., and Rapids,MI 49525,Mike Patten 8.620 a Sep 22 2022 MiTek Industries,Inc. Mon Jan 9 13:07:05 2023 Copyrightk02023 UFP Industries, Inc.All Rights Reserve 0164_3-7 13-5-0 j1'N 2x3— 22Q o 13-5-0 41 Z— 7 910 w3 1I fi 3-(-5 3-0-14 25 4 W 6 5 i s-1-7 11 Collar Detail 99,1A 22 3 27 SMH18E SMH18E 7.00 F12 4 24 2x4\\ 2x4// & 12 � A�;l Q7S ti tO 1A SMH18D '� SMH18D 2S,Q 5A' 1 x4 113 13-2-0 13 1 x4 I 2 14 0I to T 15 0 C o m 1 orn "`olol to"= 45= 20 16 21 2x4 II 19 18 17 2x4 II 3x4= 0 10- 1-g-2 5-0-14 6-2-0 7-0-0 5-0-14 1-9-2 0-10- 26-10-0 Plate Offsets X Y— 1:0-3-11 0-2-3 3:0-1-4 0-0-0 4:0-14 0-1-0 12:0-140-1-0 13:0-1-4 0-0-D 15:0-0-12 0-0-1 16:0-2-4 0-1-0 20:0-2-4 0-1-0 22:0-0-12 0-0-0 23:0-14 0-1-8 LOADING(psf) SPACING- 14-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 42.3 plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.34 19-20 >483 240 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.46 19-20 >360 180 MT18HS 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.02 15 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2018/TPI2014 Matrix-R Attic -0.33 18-19 459 360 Weight:138 lb FT=0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* ` TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins. [P] T3,T4:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E*Except* JOINTS 1 Brace at Jt(s):22,23 B2:2x8 SPF No.2 WEBS 2x4 SPF No.2*Except* W3:2x6 SPF No.2 } REACTIONS. (lb/size) 15=1149/0-3-8 (min.0-1-14),21=1116/Mechanical,18=253/04-0 (min.0-1-8) Max Horz21=-265(LC 8) SOLAR-READY Max Uplift15=-350(LC 13),21=-323(LC 12),18=-30(LC 12) Max Grav 15=1192(LC 20),21=1132(LC 19),18=398(LC 22) T R U S S" FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1413/374,2-3=-1523/452,34=-1486/463,4-24=-1301/459,5-24=-1284/475,5-25=-299/82,6-25=-258/84,6-7=-259/103,7-8=-209/100,8-9=-247/115,9-10=-316/105,10-26=-325/103, 11-26=-409/98,11-27=-1298/478,12-27=-1310/462,12-13=-1473/424,13-14=-1505/419,14-15=-1541/379 BOT CHORD 1-21=-265/265,1-20=-274/11B5,19-20=-274/1185,18-19=-274/1185,17-18=-274/1185,16-17=-274/1185,15-16=-274/1185 WEBS 12-17=-132/161,2-20=-438/307,14-16=-189/275,4-19=-146/229,5-22=-1141/510,22-23=-10281457,11-23=-1113/476,7-22=-168/437,10-23=-195/275 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 5=1141/510/195/0,6=267/101/396/0,7=168/437/48/0,9=302/107/99/0,10=1951275/0/0,11=1113/476/110/0,17=132/161/0/0,18=274/11851271/0,19=146/229/0/0 NOTES. 1)Wind:ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph;TCDL=6.Opsf,BCDL=6.Opsf;h=3Dft;Cat 11;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)-0-3-7 to 2-8-9,Interior(1)2-8-9 to 10-5-0,Extedor(2R)10-5-0 to 16-5-0,Interior(1)16-5-0 to 23-84,Exterior(2E)23-84 to 26-84 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat D;Sheltered;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for forces as indicated. ��r�iisyy� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tiff to W E "� 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the t 44.00 q 4 T�� chord and any other members. 44. REGISTERED y 11)Ceiling dead load(5.0 psf)on member(s).4-5,11-12,5-22,22-23,11-23Q 0 12)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.18-19,17-18 tj ROFESSIO NAL Z 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 lb uplift at joint 15,323 lb uplift at joint 21 and 30 lb upl joint 18. KEVIN R MAN 14)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIrl PI 1. 15)Attic space shown is not designed for occupancy. 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. _ EN Q � 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary suppc { ` field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 18)This Solar-Ready TrussTM was designed to accommodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin 1E further information an the Solar-Ready TrussTM program.For loading condtions that differ from those shown on the truss print,a custom design will be fY 01 necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. 19 Based on CC994702-IBC 2018,solar ready,142 mph Vult The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 1/9/2023 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST IDS,MI 25 NE y g p PHONE(616)-364-6161 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding mm fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WiCA,6300 Enterprise LN,Madison,WI 53719 J:lsupportWlilekSupp\templateslufp.tpe UFP INDUSTRIES Job Truss MFG Customer 112100 CC994703 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,�S` 1�dN `►i, OF t• `.r. p, ;,..........:.•..�/�}�'. ` .��• cam . G �o`' KEVIN , { KEVIN W. �� y * Y� FR MAN =* FFi h11AN _*_ vs N W. MA No GIST �i��s•. E�Pls;,.•� �� SS�QNAL�� j�S , r �C�\�* ►ONALtiN Wi,j, UAL ��ititiit1j►► E 4 F N iv), Of VM .,ti ttlnliNgfr �{Sa� W F ;�l��y,' J`� FPP FF 'S� KEVIN W.FREEMAN �,,`� FRF�`'•0�GCIO Uj No. 7445 u 1 `✓ '.'s1�� ` ;E�ys • ''4`': - - o •�� GIHTERED `PAP '` ESSIONAL ENGINEER ��•u;.��'JI;;«��'•+ �o�►0NA t� ��� OFESSiO�f'� (GIVIL UFP Factory Built 2801 East Beltline,NE Grand Rapids,MI 49525-9736 (616)364-6161 ufpi.com Job Truss Truss Type Qty Ply Westchester 212 112100 CC994605 HINGED ATTIC 1 1 7 Stor 26'10 (13-13'10) UFP Industries Inc., and Rapids,MI 49525,Mike Patten 8.620 a Sep 22 2022 Mirek Industries,Inc. Mon Jan 9 13:01:44 2023 Copyright�2023 UFP Industries Inc.All Rights Reserved 13-5-0 �'b zx3= ' 13-5-0 4 n�• a q0 8 8 '8 ;k-4%\ 2u4 o• 1I W3 7 910 i 3.0-5 3-0-14 3-0-5 24 6 25 11 — 9-1-7 5 conar Data' �0- 7.00 F12 9'�'1A SMH18E 21 2 26 9'6 23 2x4�� 2x4// S SMH18E 4 Nr 6�3 12 "7 n m � 4 r tO yA SMH18D 0 SMH180 2S 1x4 II 3 13-2-0 131x4 II 2 IV IV!p�� 14 a x 1 1 rl0 15 0= N OI Io N 20 3x4= 2x4 II 19 18 17 16 3x4= 2x4 II 1-9-2 5-0-14 1 6-2-0 7-0-0 I 5-0-14 11-9-2 26-10-0 Plate Offsets X — 1:0-1-12 0-1-8 3:0-1-4 0-0-0 4:0-1-4 0-1-0 12:0-1-4 0-1-0 13:0-1-4 0-0-0 15:0-1-12 0-1-8 16:0-24 0-1-0 20:0-24 0-1-0 21:0-0-12 0-0-0 22:0-1-4 0-1-8 LOADING(psi) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 42.3 plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.33 17 >500 240 MT20 197/144 (Ground Snow=55.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.42 17 >387 180 MT18HS 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.02 15 n/a n/a BCLL 0.0' Cade ISC2018/rP12014 Matrix-R Attic -0.33 17-18 519 360 Weight:126lb FT=O% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins. IF] T3,T4:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. fy BOT CHORD 2xB SPF No.2 JOINTS 1 Brace at Jt(s):21,22 WEBS 2x4 SPF No.2*Except W3:2x6 SPF No.2 ! REACTIONS. (lb/size) 1=1127/0-3-8 (min.0-1-13),15=1134/0-3-8 (min.0-1-13),18=21210-4-0 (min.0-1-8) 1(Max Horz1=265(LC 11) Max Upliftl=-336(LC 12),15=-341(LC 13),18=-1(LC 12) SOLAR-READY Max Grav 1=1156(LC 19),15=1169(LC 20),18=341(LC 22) FORCES. (lb)-Maximum Compression/Maximum Tension T R U S S' TOP CHORD 1-2=-1505/385,2-3=-1467/420,3-4=-1432/431,4-23=-1270/452,5-23=-1253/469,5-24=-304/84,6-24=-262/86,6-7=-270/107,7-8=-220/102,8-9=-262/116,9-10=-326/107,10-25=-377/105, 11-25=-409/100,11-26=-1255/470,12-26=-1272/454,12-13=-1429/428,13-14=-1463/413,14-15=-1512/392 BOT CHORD 1-20=-284/1154,19-20=-284/1154,18-19=-284/1154,17-18=-284/1154,16-17=-284/1154,15-16=-284/1154 WEBS 12-17=-155/159,2-20=-198/274,14-16=-210/283,4-19=-161/171,5-21=-1074/483,21-22=-979/446,11-22=-1090/488,7-21=-168/434,10-22=-230/264 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 5=1074/483/185/0,6=278/106/388/0,7=171/434/47/0,9=312/108/91/0,10=230/264/0/0,11=1090/488/102/0,17=155/159/0/0,18=284/1154/228/0,19=161/171/0/0 NOTES- 1)Wind:ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30ft;Cat.11;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2E)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-5-0,Exterior(2R)10-5-0 to 16-5-0,Interior(l)16-5-0 to 23-8-4,Exterior(2E)23-8-4 to 26-8-4 zone;C-C for members and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat D;Sheltered;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others for forces as indicated. NrW� �- � 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4/t N 10)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the 1 449 MQ 'q[r chord and any other members. 04.� BEQISTEPED y 11)Ceiling dead load(5.0 psf)on member(s).4-5,11-12,5-21,21-22,11-22 Q 12)Bottom chord live load(20.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.18-19,17-18 � V ROFESSIO taAL 'r 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 336 lb uplift at joint 1,341 lb uplift at joint 15 and 1 lb uplift 18• • KEVIN R MAN 14)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /� 15)Attic space shown is not designed for occupancy. w EN 16)Take precaution to keep the chards in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary suppc field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 18)This Solar-Ready TrussTM was designed to accommodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin iE ��/f fife further information on the Solar-Ready TrussTM program.For loading condlions that differ from those shown on the truss print,a custom design will be Y.iiNl necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. 19)Based on CC994602-IBC 2018,solar ready,142 mph Vult The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current stale building code.The engineering seal is not an approval to use in a specific state.The final determination 1/9/2023 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST IDS,MI 49 25 NE y g p PHONE(616)-364-6161 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rM fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MitekSuppllemplales\ufp.lpe e it UFP INDUSTRIES Job Truss MFG Customer 112100 CC994605 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. �,►►`O>�:GC1Alll�t�ri,,, OF NEW Hq "`>Ii±�'iy4•,• f-17,`:' �i•f�y�J,f, � ��1 ` �J' �� I V� 4'Al KEVIN W. �c ^ _ •- � 8 FR MAN *. FR MAN = Kr- m N NE ►`11111f/ �. ,� .. �• L.S? . ,LQ' Vd. FRF •S' KEVIN W.FREE�V AN "",.�� v....�R�'4.,. r .,4 �.•..C, >k ski / 9y k CO c.� No. �• `*cam Nq� 024 cc No.Z7445 �{U I sti? o GI TERED +,,5'$ NCa��• ''.► �`�ZONAL ESSIONAL ENGINEER //// ,►,���� O� 3Sto GIMQ UFP Factory Built 2801 East Beltline,NE Grand Rapids,M149525-9736 (616)364-6161 ufpi.com Job truss Truss Type Qty Ply Westchester 212 111435 P2147401 FAN 1 1 7Garage-2300-9.25 Heel[16in OH] UFP Industries Inc., rand Rapids,MI 49525,Mike Patten 8.430 a Jan 4 2021 MiTek Industries,Inc.Tue Oct 18 16:27:13 2022 Copyright�2022 UFP Industries,Inc.All Rights Reserved -3-1 3-8-1 3-11-0 3-11-0 3-11-0 3-11-0 3-8-1 il-3-1 46= 6 7.00 12 1x4 11 18 19 7 1x4 11 r�l 1a-100 5 SOLAR-READY 1 20 TRUSS' � 1x4 1 1x4 G n' 4 8 3x6 9 2 3xfi 3 1 10 I of r 1 1 1116 13 15 16 4x8 I 14 12 48 II 2.5x3= 3x8= 3x8= 7-7-0 1 7-9-15 1 7-7-0 -3-1 j 23-0-0 -3-1 Plate Offsets X — 2:0-3-8 Ed a 6:0-3-0 0-1-12 10:0-5-3 Ed a 12:0-4-0 0-1-0 14:0-4-0 0-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 42.3 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.19 12-14 >999 240 MT20 197/144 (Ground Snaw=55 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.30 12-14 >929 180 TCLL 15.0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 BC 0.0" Code IBC2018/TPI2014 Matrix-R Weight:104lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural woad sheathing directly applied or 2-8-3 oc purlins. [P] BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 A 2-1-6,Right 2x4 SPF No.2-12-1-6 REACTIONS. (lb/size) 2=1700/0-3-8 (min.0-2-12),10=1700/0-3-8 (min.0-2-12) Max Horz2=-366(LC 10) Max Uplift2=-543(LC 12),10=-543(LC 13) Max Grav2=1768(LC 19).10=1768(LC 20) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/60,2-3=-2434/684,3-4=-23081706,4-17=-2092/631,5-17=-2007/645,5-18=-2192/810,6-18=-2007/831,6-19=-2007/831,7-19=-2192/809,7-20=-2007/645,8-20=-2092/631, 8-9=-2308r707,9-10=-2434/685,10-11=0/60 BOTCHORD 2-14=-683/2060,13-14=-237/1361,13-15=-237/1361,15-16=-237/1361,12-16=-237/1361,10-12=437/1890 WEBS 5-14=-759/388,7-12=-759/387,4-14=-215/252,6-14=-48411141,6-12=-483/1141,8-12=-217/254 NOTES- 1)Wind:ASCE 7-16;Vult=142mph(3-second gust)Vasd=112mph;TCDL=6.Opsf;BCDL=6.Opsf;h=30ft;Cat.ll;Exp D;Enclosed;MWFRS(envelope)gable end zone and C-C Extericr(2E)-1-3-12 to 1-84,1merior(1)1-8-4 to 8-6-0,Exterior(21R)B-6-0 to 14-0-0,Interior(1)14-0-0 to 21-3-12,Exterior(2E)21-3-12 to 24-3-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=55.0 psf;Ps=42.3 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.D;Rough Cat D;Sheltered;Ce=1.0;Cs=1.00;Ct=1.10 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 42.3 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the be chord and any other members,with BCDL=10.Opsf. oNr"Arow+�' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 543 lb uplift at joint 2 and 543 lb uplift at joint 10. {� 0VAW E4 L,A-"` 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. , i 1°)This Solar-Ready TrussTM was designed to accommodate the loading stated on this truss engineering drawing.Reference UFP Engineering Bulletin 1£ XI, REGIS REO O further information on the Solar-Ready TrussTNr program.For loading conditions that differ from those shown on the truss print,a custom design will be necessary.An extra 5 PSF top chord dead load has been included in the TCDL as shown. V ROFfSSIONAL 'n K E V I N4,W R NIAN ovyM �'s 1.`I AL The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination 10/19/2022 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST RAPIDSBELTLI, M1 4RD,95 NE PHONE(616)-364�161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not he cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPH.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding rm fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-96 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:tsupport\MitekSupp\templatesWfp.tpe • UFP INDUSTRIES Job Truss MFG Customer 111435 P2147401 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. OF OF ���l` Q•� a ... �'' I��� .._pa� 1'l. � •,;.........:;,,�^i� r NEW 1•J,y� C Co 76 KEVIN W. �G f KEVIN W. Q FR MAN � r *= FR M co AN * _ FEV N W. tn S No. 'iS•. �,�,C'F'Q�'�a�,a�.` GISTERN�� 'iCNSEQ' y� ti S/QNAL'�c�Gx ;aNA t►; �`°� OtVAI E '!�s�O1VA ti� s. Q>r� E turf ��p F N E�yO opF rV'+��''"�.. ��' •. ..F '• '�� FRF 9 KEVIN W. FREEMAN �.�,<<G.........,R0. �j''a r I 8024 No. 7445 ;emu I W 2 _ � TERED ,o FESSIONAL ENGINEER 6�,��� QFESSIO (CIVIL Corporate Engineering 2801 East Beltline,NE Grand Rapids, M149525-9736(616)364-6161 Fax(616)365-0060 ufpi.com NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name ofAuthority having jurisdiction: OWNER OF PROPERTY: GUS LOLOS SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 1095 RYDER FARM LANE ORIENT POINT, NY 11957 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ❑ New Residential Structure x❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): x❑ Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) x❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative New York Abstract Services, Inc. 394 Old Country Road, Suite 202 Garden City, NY 11530 516-248-8115* Fax#616-248-8140 March 10, 2023 Town of Southold Board of Zoning Appeals P.O. Box 1179 Southold, New York 11971 Re: Our Title No. CTSY-15560 Premises: 1095 Ryder Farm Lane, Orient NY 11957 Tax Map Designation: District 1000 Section 015.00 Block 04.00 Lot 005.000 Dear Sir/Madam: New York Abstract Services, Inc., an agent of Old Republic National Title Insurance of New York, Inc., hereby certifies.to the Town of Southold, Suffolk County, New York, subject to the limitations set forth herein; that it has conducted a search in the Office of . the Clerk of the County of Suffolk for deeds conveying title to the above mentioned lot and the immediately adjoining lots from the dates indicated for each respective parcel to January 5, 2023 (the most current dated available at the Clerk's Office at the time of said search), search period as prescribed by the Town of Southold. Said search discloses the following: See Attached Chains of Title 4__ 1 The Company hereby certifies that the above-captioned premises has been in single and separate ownership since at least 8/7/1976. Liability hereunder is limited to the amount of $25,000.00 as, required by the Town of Southold. New York Abstract Services, Inc. gY� Jes ica Santan Title Officer State of New York ) ) ss: County of Nassau ) On the loth day of March, 2023 before me personally came Jessica Santangelo to me known to be the individual who executed the foregoing single and separate search and acknowledged that he executed the same as Title Office for New York Abstract Servi es, Inc. Notary Public T�M Wertchetl Notary PuNic.State of New York pegistration No.0IWE5085236 :111,1 din Nassau County Canmisslon Ex res se tember 15,20 2 Subject Premises known as: 1095 Ryder Farm Lane, Orient NY 11957 District 1000 Section •:1,0l§100-Blo--04:00`Lot-005:000- -- Grantor: Maria Sponza Grantee: Konstantine Lolos and Angela Lolos Dated: 12/15/2020 Recorded: 3/10/2021 Liber: 13094 Page: 511 G-rantar:" Qo�holloeec_Properties;Inca Grantee: Maria Sponza Dated: 8/7/1976 -R'e ded:;�8/�1,6'/,197 Liber: 8087 Page: 103 Grantor: Edwin H. King and Frances C. King, his wife G nar tee: oo hollow-Rrop rtieles� nc Dated: 4/15/1957 Recorded=4%2271°951 Liber: 4289 Page: 577 3 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the /i�A day of December, 2020 BETWEEN MARIA SPONZA 8810 17TH Avenue Brooklyn,NY 11214 party of the first part,and KONSTANTINE LOLOS and ANGELA LOLOS 104 Executive Drive New Hyde Park,NY 11040 party of the second part, WITNESSETH,that the party of the first part,in consideration of TEN($10.00)DOLLARS and other good and valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the Town of Southold and more particularly described as follows: SEE SCHEDULE"A"ANNEXED HERETO. BEING AND INTENDED TO BE the same premises conveyed to the grantor herein by deed dated 8/7/1976 and recorded on 8/16/1976 under Liber 8087 Page 103. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"parry"shall be construed as if it read"parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above wi Dry,DD Dy,()0- Coy. lxx) IN PRESENCE OF: MARIA SPONZA Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment Form 3290 Old Republic National Title Insurance Company Title Number:R-NYAS-6686S Page 1 SCHEDULE A DESCRIPTION ALL that certain plot,piece or parcel of land,situate,lying and being at Orient,in the Town of Southold, County of Suffolk and State of New York, known and designated as Plot No. 58 on a certain map entitled, "Orient By The Sea, Section Two,situate at Orient Point,Town of Southold, Suffolk County,New York,owned and developed by Woodhollow Properties, Inc., 3 Glen Lane, Glenwood Landing, New York, Otto W.Van Tuyl and Son,Licensed Land Surveyors,Greenport,New York",and filed in the Office of the Clerk of the County of Suffolk on October 26, 1961 as Map No. 3444 and ABS No.3840 Being and intended to.be the same premises in deed dated 8/7/1976 recorded 8/16/1976 in Liber 8087 Page 103. 1 ' TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of tN�ew York,County of 5V P7 ltk ss: State of New York,County of ss: On the '1�day of December in the year 2020 before me,the On the day of in the year undersigned,personally appeared MARIA SPONZA personally before me,the undersigned,personally appeared known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) personally known to me or proved to me on the basis of subscribed to the within instrument and acknowledged to me that satisfactory evidence to be the individual(s)whose name(s)is he/shelt y executed the same in his/her/their capacity(ies),and (are)subscribed to the within instrument and acknowledged to that by his/her/their signature(s) on the instrument, the me that he/shelthey executed the same in his/her/their individuo s),or the person upon behalf of which the individual(s) capacity(ies), and that by his/her/their signature(s) on the e ecutekf the i Lt. instrument,the individual(s),or the person upon behalf of which the Individual(s)acted,executed the instrument, a i nature and office of individual taking ackn wledgmenl) (signature and office of individual taking acknowledgment) RICHARD W.VANDENBURGH Notary PW>k State of Now York No,2VA5027M•Stlf&County Helen Expim May 1a.7azL TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hislher/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the In (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS �v<7 SECTION 015.00 Title No. R-NYAS-6686-S BLOCK 04.00 LOT 005.000 MARIA SPONZA SOLITHOOLD-ORIENT TO 1095 RYDER FARM LN KONSAINTINF.I.OLOS Rr,ANGELA LOLOS Recorded at Request of Abstracts,Incorporated RETURN BY MAIL TO: 1 ABSTRACTS. tldt63Citv. M M.MASO l�'vLNSNf �C LCLvS J-.IINCORPORATEd' 394 Road 1,09 NY 1 / p" 595 Stewart Avenue•Garden City,NY 1 1 530 New HIP �dlA NY//n yp 516.6EI31000 vo 087 .Ac:103 t..bW n.Qa7A.M rtanl -a.q,M W a.b p.e o1.tYr�yra e....nn•r.+.•rrm.r m•r•..s�I•tt.�e CCwtaLT Yeea tAWM WOU MGMIN MIS IM MUffifT-TWIt 1005raaMD01f MIGate aaosw PILAW711111 COT TlM INDEWfUM made the day of Jo1ro4g9;,nineleen hundred and SEVI YY.,ga BETWEM top 1iOCD1IDTi.Ow CPIDtT1 M IHC. a doeestio oorporAtIon having its ae a ere at 8W Jericho 1trapike, Woodbary, n Noonan County, New York \i party of the first part.and XASIs UWA. resUMM of 2326 N. 37tb street, ilrook4u, New York h party of the second part, WFTN SSETH.that the part of the first part,in consi lerstion of ten dollars and other vahubk consideration f pad bym the po nyd f the os oes he hereby e000d��rt ot�se unto the pup of the second pad.the biro ALL that main plot,piece or parcel of land,+ slntate. lying and being iacxbt at Crient, i]o the Taw of 6tnothold, Count),of Suffolk and seats of Now York, knoan sad designated an Prat No.$8 on a 1rorlhain W tided 110rient By The Bea, Section Tors, situate at Orient Peb&,Tom of Sact1►olds.8d folk County, New York, coed and dsva]apad by leodhollw Properties, Ivs.,!3 Olen lamp ki Glenwood?armng, New York, Otto Va Van Toyl,and Son♦licensed Load Smr,sys27, Oresapox4p New Tork't sad tiled in the attic• of the Oletrk of the OMOF cf Suffolk on COU11W 26, 1,96Z,an Nay 13444 and ABS No. 3NO. TOMUM with a right of wq over all streets as shotm on asp@ of Orient By Tho Sea, Sections One and Two,Nape Noe. M and XM as filed in the office or Suffolk County Clark. Said promises are sold subject tar 1. Amy state of facts an accurate sm vat'=vy t..ow ym M-1 sane does not readier the title unmarketable. 2. Zoning regulations and ordinamoee or the Tam of Southold. 3. Deola ruttan of wnenante and Rostriot:ooe dated Na►ootbor 3S. 7961 solder Libor No. 5083, Page No. W, Mid in the office of the County Clerk, Suffolk County on'.tuvenbet 17, 1l61, The Party of the second part to Wormed and hereby aokttculodgee wtiee that the party of the Sirst,par% contemplates developing pameniaea retained by the party of the first part and ftmting on and alang Main Road err a depth of not lase than 200 feat tzar exam than 4W feet for business uoes and purposes, end the party of the seoend part', by the aeaaptanee of the deed herouadatf covenants and agrees for themselves, their voccossors and assign, that they have no objasticn therates and naive any rift of objection that my hereafter atonic by reaean thereof, and farther covenants and agrees to execute and aeknom1edge say and all instrsasata deened aeonsaary by the party or the Sint part i.a fo rtltersmae of and to effectutts such davelopmant. Thhpee� comyaaca is made in the regular acorns of business ordinarily and tottLUy QTOGET} twith,w �iit&o tertiw,iE soya of the parry of the fi�re��ppaart in and to any areds asd a roads abot ft Ow!bore described premises to the crater Mutt thereof:POGEfHER with the.ppor on end an the note and,,igr�iias of the party of the first in and to aid premises:TO HA Y£AND TO HOLD the premises heriW ufeo At party of the second pert•the heirs or succnwro and assigns of the party of the ucoed part forever. AND the par,ty of the first part covenants that the party of the first past his out daft or sufaw anything whereby rite sold pranim have been encumbered in any way whateree,wept as aforesaid. AND the part of the fiat part,in compth mnce with Section 13 of the Lien law, ventats that the party of the first part will receive the consideration for this conveyance and%01 hold the ritbt to rteth-e such conaid- ention as a trust fund to be appUed tiro for the purpose of paying the cat of the ifT and will apslr the Same firm to the payment of the oust of the improreaiau before watag any part of the mul of the emme ter any other rim— The word"putt''shall be coostsued as If it and"parties"wheaett:r the tease of This indeatre ao tt quh WItNF�.4 WHEREOF.tht"of the first pan has dos•executed this deed the doy and,yfar firs:abort R or: t VDMB TJN H OPrEM3M,,, no. Y✓y •$ 1� fTATtt OF maw•YOett.COum Of far STAYS OF NYW TOIL oOUWY OF pt on the day of 19 ,before are Ua the day of 19 ,bdom me WillG pers WIY came P uY came ,. to aw known to be the iruNcidual described in and who to Me human to 66 the todltidWd daeribed•Ju and who cxasatrd the foregoing kdtn mmt,and acknowledged that executed the fore;Ofns Igstrrment.wad acklW*kdged that F— extuded the same. I eaeeeutcd the same. . S.... 1643 AUB 16 1976 LK STATi OF NSW TOM COUNTY OF ��I 'e�• SSr STATE Of NIW TOIL COONtT Of aSr t In the I,7,0- day of G 10 76.be6xe me 6n tbt• day of - 19 ,before me tK•tarually came , perwullc tame to me known.whn,bc%j W--I acwarr,did.lrp•rr wad the�&-iriting Ndaes�to thr GKe6aang imtawnmt,rith >„y dat he mWs,at%m4 11Z. Rook Road, whom I am persoaslly aeptuinted.wim.bemlt_by me duly $pptenet N x ZoT3t s-%*m.did depw r and`ra►t t ht resides at o. t1; ar .;s eRe Pras dm* "lfoodho72tnt,Fx9P�'t�o, �46.i t+irp6rStA�r dlitr►i9al• that he'kaows a.an!-%Hch exeeutr+i the Dwrwgegt irrinuttrat:dAt We to ba OtZ hifh ad ,.• mt acd cf satd`*rrpnratfrm. that th, •cal affixed described in and wbo executed the foretoing hatrtrmeott 1al rr..IrUnKnt G.pCh OUrpor+k 51-9: Ibht-it Ww do M tha{ he..mid subgtiWas Witne»,was present WA yvh ::.stud be ardor of.dte Iwud of dincturs ut.atd•e9*pon• execute the pmt:aad.tLat bt.did tvdaess. :um an�f that he►!Stud h me,'name thpeto hyhe Nle oedrr. F at the sa i ris.mdwdbed h mmoe as riftuss thereto. .. f NOW h6bb0ft of Pforri Tb'Iff ' • nt-41 s• i I . w ;X.7j. �uC�ittrdtld ��¢•�PBf�' ' o ,-•r- 1VnHCac$tiaaYAcmft-sfGawxt+oSt3fACra .. St=OF-: TT,- ;t�'r .e. MLOCL Illy ez"IE aft, LOT 1 WDR0jd W-PRGf'fil 1Bss IWO C; To ,... 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(CL"y� •',•.F �t:.k-1•'4` ..,. v _.t ',': s,�v°�i_� :r•:'i,`%�:a==•rr.. ;;%:'rr,< .'f; x�yat;:�:: .1.,r'_=" ,.;C,. a _ �;��:�:3 .tau - .•.::,.._ �:'•': _p•,.. `-�:,,.�. r: � :,. _c14. �i�•.�:;c:i--.VyVc,4so �El -'SS. - ' :t. µ4� �-aj� _ .gas„ � ��..?,'r•:Ff:._;�k'. j :,u S' :�' .:. Aet�letfll'» Lk(tC: �-�i '.• •'.Ad::-. .i;S,,aC 1�?�' ,.. %iGb'Si21`,�`,Y--,.:. a s .22 ,,.` �::_F' ��ti`• `•f._:1e4�B..•.•yt-,.��z,'�.-%�-'•h:f.:L_r.�''a£=�ew_e.S:i��•.f`;+;o�.. _ _"`52 - _�.t{,�,� .�• t},•1:,?:. :'•�=ice�✓>ii4,k.:y'?.,c'�i. tF.•_:L.:a� r'� ,.a's.n � .yF.. - tii::t:?::J.e:x�m'.:i?,'�w. 9'�'✓'•..ci• _3t-rt}.' lSJ�n •Y n l!i`. :.^•a-'^`.'.S,', ,.ti .:fie.';�:la.t'_^,'.'v .:�d ��C=:lt=r�;.,n Premises to the North known as: 1265 Ryder Farm Lane, Orient NY 11957 District 1000 Section 015.00 Block 04.00 Lot 004.000 Grantor: James J. Lynch, as Executor of the Last Will and Testament of Helen Chalmers Grantee: Kimberly K. DeRosa, Kristen E. Rombaldi and Kourtney M. DeRose, as tenants in common Dated: 11/10/2014 Recorded: 11/26/2014 Liber: 12797 Page: 707 Grantor: Michael J. Savage and Gayle Marie Savage, his wife Grantee: Edward Chalmers and Helen Chalmers, husband and wife Dated: 6/30/1998 Recorded: 7/10/1998 Liber: 11903 Page: 816 Grantor: S. Joseph Conrardy and Eleanor Conrardy, his wife Grantee: Michael J. Savage and Gayle Marie Savage, his wife Dated: 9/2/1977 Recorded: 9/21/1977 Liber: 8305 Page: 247 Grantor: Woodhollow Properties, Inc. Grantee: S. Joseph Conrardy and Eleanor Conrardy, his wife Dated: 9/10/1974 Recorded: 9/17/1974 Liber: 7716 Page: 323 Grantor: Edwin H. King and Frances C. King, his wife Grantee: Woodhollow Properties, Inc. Dated: 4/15/1957 Recorded: 4/22/1957 Liber: 4289 Page: 577 4 wnJv.l N 1'11•1'C for."50115.n:-'tl•+JI.•W'II; )IS.I...h!,.a r...mwa•Iud".!ml Lmrya..v 1 ,NO CONSIDERA OONSULT YOUR LAWYER DEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD DE USED DY LAWYERS ONLY. TIOi1 I �yrr��((�, Ii9ER8505 WE G47 0 W.Y.S. DOC. THIS INDENTURE,Inado the--?w day Ili Atrjus- — ninclecn Mild and seventy-seven STAMPS NOT BCr*VF.FN REQUIRED S. JOSEPH CONRARDY and ELEANOR CONRARDY, HIS WIFE, both residing at No. 1360 Jockey Creek Drive, Southold, New York, --------------------------- I p.•trty of the first part,and - MICHAEL J. SAVAGE and GAYLE MARIE SAVAGE, HIS WIFE, both residing at No. 1380 Jockey Creek Drive, Southold, New York, -------------------------------- party of the second part, WITNESSETH,tlut Cite party of the first girt,in consideration of TEN AND OD/100 ($10.00)------------------------------------------- dollars, co I:twful money of the United States, paid cc Lam? by the party of the second part,does hereby grant and mlea+e unto the pasty of the secoud put,their heirs or ~ l� summors and assigns of the party of the second put forever, ALL that certain plot,piece or imccl of land,with the buildings and improvements thereon erected,situate, DISTRICT lying and being kKNM at Orient, to the Town of Southold. County of Suffolk and State 1000 - SECTION of New York, known and designated as Plct No. 57, on a certain !nap entitled, 76- "Map of Orient-By-The-Sea, Section Two, situate at Orient Point, Town of BLOCK Southold, Suffolk County, New York, owned and developed by Woodhoilow Properties 4 LOT inc., 03 Glen Lane, Glenwood Landing, New York, Otto W, Van Tuyl and,Son, 4 Licensed Land Surveyors, Greenport, New York," and filed in the Office of the Clerk of the County of Suffolk on October 26, 1961, as Map No. 3444 and ABS t' No. 3840. TOGETHER with a right-of-way over all streets as shown on Maps of Orient-By-The-Sea, Sections One and Two, Maps Nos. 2777 and 3444 as filed in the Office of the i Suffolk County Clerk., BEING AND INTENDED TO BE THE SAME PREMISES conveyed to the party of the first part by deed dated Septemoer 10, 1974 and recorded in the Office of the Clerk of the County of Suffolk in Liber 7716 of Conveyances at Page 323. Cc .t &ERB305 pACE248 TOGETHER with all right,tilt:and interest,if any,of flit:istrty of the fCrat fart In and In any sfrects and roads abutting the above described premises to the center lines thereof, �I TOGETHER with tilt appurtenances and all the estate and rights of the party of the first tar,in and to said premises. ' TO HAVE AND'TV HOLD die prcmi=trcren granted unto the party of the second pan,the hens or �I successors and assigns of the party of the second part forever. It n II I 1 1 AND the party of the first part,in conrpliarwe with Staiou 13 of the Lien Law,covenants that the party of tine first part will receive the consideration for this conveyance and will hold the right to receive such consul- . oration as a trust fund to he applied first for the purpose of paying the costs of the improvment and will apply the same first to the payment of the cost of the ituprovement before using any part of the total of the same for any Other purpOM AND the party of the first part covenants as follows: FtasT,—That said party of the first part is*cited of the said premises in fee simple,and has good right to convey the same; Secorin.—That the party of the second part shall quietly enjoy the said premises; Tntao.—,That the said premises are free from incumbrances,except as aforesaid; rouw=.—That the party of the first part will execute or procure any further necessary assurance of the tide to said premises; Frsrts.—That said party of the first part will forever warrant the title to-aid premises. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of thin first past has duly executed this deed the day and year first above written. ( \ IN PRESENCE OF* XR� 9 EL ANf1R C 1�DY into (LS) NONE= L IM 83 V 5 PACE 249 SUFFOL STATE OF NEW YORK.COUNT OF s,: STATG OF NEW YORK.COUNTY Of of " On he 111 Y A�gUL-i: 19 ]],hiller rife. Olt the tI:,1 of 19 ,before nu: personally eatile S. JOSEPH CONRAROY and personally Culle ELEANOR CONRARDY, HIS 'WIFE, both---- to the known to lie the individuals described in and who to nit known to be ilia individual descrRied ire and who executed the foregoing)nstrtmlert, and ae-knowlcdgetl dta[ executed the foregning instrument, and acimowlodged that they executed dre sane. executed the sane. / WALTER R.SILLECK ~ NolUr public IA the SI)te of Nev York Na.52•8996350 RedOing In 5011D1h COunry / Carimisslan Ekplrns Merrh 30,19,b STATE OF NEW YORK.COUNTY OF s,: STATE OF NEW PORN.COUNTY OF tO On the day of 19 ,before me On the day of 19 L-zferc me persowilly tune personally rune ' to the known,who.heing by the duly sworn,did dolRLse and ilia suh,rribing witliva, to the foregoing instrument, with say drat lie resides at`o. wfinnl t an, personally a:gmiinlcvl,who,being by me duly. Mtn,did dvlxt:r cuuf:ay that he reshles at\o. (flat lie is file ; Of that he knnWb the corporation do=crilwtl in and width executed the forei;-oing instrument;than he to he the individual knows tilt seal of slid cocpnratirin; that file )'-ll affixed deFeriLrd is and •••fin excatted cite Inregoing instrument; to said instrument is such corporate seal; that it %,as so that he, paid si Wcrihing witness, was Present and lose affixed by order of the board of directors of said corpora. execute the same:and that he,said witness, lion,and that lie sighed h name the.eto by Me order. at the same time subicriued h name as witness thereto 01arranip Meeb scrrtoN Tmrl No. WMI FLUL1.COYENAbTrs i1L= LOT S. JOSEPH CONRARDY and ELEANOR COUNr1.OR TOWN CONRARDY, HIS WIFE, TO MICHAEL J. SAVAGE and GAYLE MARIE SAVAGE, HIS WIFE lt—M,J A,R,qun,of Th.Tid. COmp,.y RUrURN BY MAEL TO: eN01 YORK e GUSTAVE FISHEL III ESQ., SIMMER/OLN Or Now �DD OF MUt1VMlln ) Diadb.nrl by •ri ,FISHEL, LOUGHLIN & BOWERS TIM TITLE G1JARAXTEE COMPANY ( Post Office Box 490 Mfg Babylon, New York 11702 Zip Na v O V • 2 . C Q 2 71 lL.;.���s a J`e WORM ID � RMWED ► RECEIVED Numborof a 3.,•,__fQo 439 5 .._._ .. .. TORRENS RV.L E CYAT C � 96,IUL IO AN 9:Be Social JUL 10 1998 l';:��;•i.:I( '•.;;;,;tE ' CLf.NK OF cortilkmea. 935 SUFFOLK COUNTY Prla ctr,y �i,1t•Fl)LK COUP+"IV Doo1 I"IV hutrunvent Dead/Motlitata Tax Romp Regordina/Plttna Slatnpt 4 FKM.Y i'Ase/f711nk 1'ee Mnngnao Mot. Ilattdling _ •_ 1. Ilaalc Tex 1P•IkI �,� 1. Atklhkxtel Tax ._._ }, ___ Notation Rub Total BA•5217(County) 5 _ SuhTntal �^.._._._ SpecJAull. RAM3217(Stall) Sp or at,/Ackf, R.P.T.S.A. _ TOT.MTO.TAX _ t Comm.of lid. ��,QQ _ ,, Dud Town—but County r � _ � Ilold lot ApPorlNwtmaM•,,,_�� AIIWavit • Transfer Taa Cenlfled Copy Mansion Tax 9bo plopeHy gavots by this mrxt-pmp Its or n Rca.Copy will he Improved by s ono of two family Sub Total —, dwelling oaty. Ooter YRS—orNO, GRAND TOTAI.« t7 !I—, if N0,of anprlsb us cUuso on M{p s of this Innrurnenl, Real Pro"Hy Tax Sarvloo Agency Verification 6 "to Company Information Dist. Section- Iitock tau 'new, •ir.lL"���/�/�1S�a'r.AirES. S MAP 0/4-op 0 ff.00 00 p Campeny Nsnlo OR Thic Nuirther :� Init41� ��,1 f y�/� �V r Yltl!PA1p 11Y: r Cholt Check Charge /3� Nr![r�De �d vfvrE 1'nycr same as R k R � , t If different 'r — l✓�te/S���✓ �iPPt NAMII: .��/P ,��• .Y�/ ADDRIISS' ✓fo �� � /I� 1 111310*0 A 111cru"N 11,0 7 ADDRltR9 9 Suffolk CountX Recording & Endorsement Pa e TMa pa`e forms put of the attached � .;� mklo by; (SPECiPY TYPD OP IN5rntUMEPf7) Mil l f; . 4A 14 - _ _ 'Ilia promisca horcin la situated In . SUPPOLK COUNI'Y,NEW YORK. TO In Ilia lbwluhlp of C'AHk MlX f India VILLAOIi "'-'-' or 1iAMLIt1'of Dr,�,✓T' i BOXES 5 TRRU 9 MUST RH TYPED OR PRINTTTD IN SLACK INK ONLY PRIOR ID RECORDING OR 11It.IN0. r. t, PORM"133.e410(SAS)PAOC 1 0P 2 lwmgm,d tack r*d vM Covmw 1pkW Ck,Kan A&Irdi'Wid or Coryw 11M 111 411*%) ' j" (.'t1r11ULTYni1RLt11YRR WORK 1111N1N0T1111tNRrRUMRNT••TltilIMMIMIX111111011LDRRU1R001'LAWYRRRONI.Y THIS INDENTURE,mule iho 3'041or JUNE mnmcanhundrodand ninety 'eight BETWEEN i MiCNAEL J. BAV O�E and GAYLE MARLS B VACE, husband and wife, both raoZ3lnq at tvu a opy"EI`ol ow nnm, Rout Id, Now York 11971, 4' pony of the nnt.pan,and t BDWARD CN LM� and NELEN CI___1gLMBRB, husband and wile, both rao nq at Boath"'�S try—cat,-Locust Valley, Now York 115601 �} y pity of the second pan. WITNESSETH,that On pity of the first pan,in consideration of Ton Dollars and othol valuable consideration paid by the party of the occeod pan.does hereby grant and ralaase unto iba party of the second pen,the hoin or successors and assigns of the party of the tocond pan forovar. ALL that tx m plot,place or paicel of land,with the buildings and improvemonts thereon aroctod,situate.lying and i bainglrOw at orient, in the Town of Southold, County of Suffolk and State of New York and more particularly bounded and described on Schedule "A" annexed harsto and made A part hereof, i' ► (Schedule "A" Annexed) a Y BEING AND INTENDED TO BE the same promises as conveyed to th:Office -i grantors by Deed dated September. :, 1977 and recorded in the � T"M•Pof the Clerk of Suffolk County on September 11, 1977, in Gibr 8305 • t;v"yrlw„ �• 'at Page.247. 1,1000 SAID PREMISEB arc commonly known and dooignated as 1765 Ryder Farm Lana, Orient, New York 11957, '1015,00 4.04,00 '• t.afA t004.000 t: ) TOGETHER with all n1h6 title and interest,if any,of tho pony of the Ant pan of,in and to arty street*and reeds abutting the abova-daseribod promises to the center linos tMmf. TOGETHER with the appuriananoos and all the auto and rights of do pang orthe Ant pat in end to said promises,.TO HAVE AND TO HOLD the promisd heroin I granted unto the pony of the second pan,the heirs or successors and ossigns of the pony of tha second pan forovor. r AND tho party of the Mt pan covenants that the pony of Iho first psn has not done or suffered anything whereby the said promise&have boon ineumbarod in any way whatavor,oxeopt as afarosaid. AND Ilse party of the Ani put,in compliance with Section 13 of the Lien Low,covenants that the parry of the Ant put i• will receive the consideration for this conveyance and will hold the tight to roccivo such consideration as a trust fund to be appliod Ant for the purpose of paying the cost of the Impiovelnwnt and will oppty tho soma first to the payment of the cast of the improvement baforo using any pan of tho total of tha same for any othor purpose. The wad`party"(hall be coasrnmd as if it rood"ponies"wtmvar dw manse of this indenture so requires. l 1N WITNESS WHEREOF,the panyof the nn duly axocutod this died the day-and year Ant above written. � IN/RR/IIAfR 7 �11�#N�U✓s�VA E / L fir r 6 001 PAGO 2 OF J Em Stow offq Nor Vark.County of SUFPOLK 141.1 SUta of Naw York,County of ondtoJotLvuf JUNb .IVyQ,before On%ha day of iv bafutomu moperxtnellycuno MICHAEL J, SAVAGE and permnallyeanw GAYLE MARIE. dAVAGE to mo known at be tho individual pp dcocnbal in and who to me known In he Ow individual dncrtbod sat and who o=utu l tho fatcg"np uma mtaxa,and aaktu+ 1w"d N.Chc y &,ocut f da fampamy uw wrii.and aaknowtafoal'hot he otceutaJ the wna. exocntal Iho Same. / V RLAM%*jW a&m6nRLS 1How tl�ayltitltaa.etYK M Na+a TOA OW e4un1v ge17�0 otary Public 0 +91*0 State of New York,County of t u.t Stela of Nov York,Cuunty of ►n.t On the day of .1) ,barom"W porumal1v On the dn•of .I7 ,bormt nw cam pormondly cow the Nhen'binp wttnosa at that faropotnp itistntmont,with wlxxn i to mo known.%N.king by tooduly rw m did dopow and say an poiatxtally soquouilod,whu.homy by nw duly swunt,did l that be tostdea at No dapuw and ray that he teeldas N No + that hd to the that bo krnww of to ba tho individual daudbod in and who exoculed the romp=#tmtrutnant:that he.said wbwnbtnS witom.was on xSptxstton dommbal to aid which executed the fomp ing proacnt and saw tnstnunnt,that by cedes of IN Ntwd of Duocton of said exowto tho wlw;and%list ho.said wtUwu,at that wra unw oorpotattun he atpaod h nattw mkwnheJ h naliw a wonou thaMil i ' aNl min aab, Ilr�rrb wm.tlrva,u.tr A,un.n uuv,rr4 A.'rr Dtaralrr /000 7m.F.Nil Hv" I.ar -- 0 t MICHAEL J. SAVAGE and Cotnrn nR Tnvra { GAYLE MARIE SAVAGE, husband and wiEo EDWARD CHALMERS and RKTC�QRIM)AT pF.QI tFATpOF HELEN CHALMERS, husband and Wilo Fidelity National k�trllKN�t�nM,V1 TOnnyof Now l'ork r JAMES J. LYNCH, ESQ- ff= FIDELITY NATIONAL TITLE W133 ILLIILLSIDE AVENUE 11586 INSURANCE COMPANY OF IVY IMvwroutca lea "f:r�Vt"w'nnf.Fidelity .tln.Nr Vw►aadlarr f.a+.I ToleA,ra,.l,a a � 1 - iig03Pc�i6 Schedule A k r! All that certain plot, piece or purcol of. land, with the buildings and improvements thereon erected, oituate, lying and being at orient, in the Town of Southold, county of Suffolk and state of Now York, known and designated as Plot No. 57, on a certain map entitled, Map of Orient-by-the-Boo, Section Two. t situate at Orient Point, Town of Southold, Suffolk County, New York, owned and developed by Woodhollow Properties, Inc., No, 3 Glen Lane, Glenwood Landing', Now York, Otto W, Van Tuyl and Bon, !' Licensed Land Surveyors, Aresnport, Now York, and filed in the Office of the Clerk of the County of Suffolk on October 96, j. 1961, as Map No.. 3444 and AB8 No. 3040, bounded and described as followar BEGINNINO at a point on the Westerly side of Ryder Farm Lane, distant 410.00 feet, Southerly from the corner formed by the intorsootion of the southerly side of North Sea Drive and the f Westerly side of'Ryder Farm Lena) RUNNING THENCE south-1 degree 34 minutes East 135,00 fast along the Westerly side of Ryder Farm Lanet h r. THENCE South 88 dagrsse 26 minutes West 150.0 !sett THENCE North 1 dogroo 34 minutea West 135.0 toot) THENCE North 80 degroeo 26 minutes East 150.0 fast to the westerly side of Ryder Farm Lana at the point and place of BEGINNING. r FOR INFORMATION ONLYt NASD PREMISES being known an and by 1265 Ryder Farm Lane Orient, Now York 1 k , t: c• c r IIIIIII IIII IIIII IIIIIlIIf!IIIII IIIII IIIII lllllllll IIII I IIII!!IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/26/2014 Number of Pages: 4 At: 12:46:34 PM Receipt Number : 14-0156653 TRANSFER TAX NUMBER: 14-11008 LIBER: D00012797 PAGE: 707 District: Section: Block: Lot: 1000 015.00 04.00 004.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $395,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $1,580.00 NO Comm.Pres $4,900.00 NO Fees Paid $6,735.00 TRANSFER TAX NUMBER: 14-11008 •THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County t � PEWRDED Number of pages 2014 Nov 26 t2.-46:34 PN JIH11T11 A. PASCRLE 'CLERK OF This document will be public %FFOLK COUNTY L DOW12797 record.Please remove all P 707 Social Security.Numbers DTa 14-11008 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp ft—ong/FitlgStamps 31 FEES Page/Filing Fee �� r9 Mon9ageAmt. ._ t.BasicTax _ Handling T 20•00 2.Additional Tax _ TP-584 _ Sub Total _ Notation SperJAtsil C,\ or EA-5217(County) S Sub Total Jt Spec/Add. EA-5217(State) TOT.MTG.TAX _ R PTSJ1 -,m Dual Town—Dual County _ �b� Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit . . MansionTax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 1 S. 00 r family dweBBg rny Sub Total YES or NO Other — If NO,see appropriate tax clause on GrondTotal�.,S� pager ofthisinstru 1. 14033875 1 ►0 ��0 pp0 01500 00400 0oaboo 0ttl e Dist. 1 R sM1rM A �II(ttII1N�fH1iIIIN i0 Considommuni n Preservation Fund Real Proper 2SNOV 1 lttllikl�W1iYINNddddllllllllWWll Am Tax Service Agency - -- _�_ _._. ..__.. _ . GAT.Due 5 bb. Verification Improved Satlsfacdau/DisrhargeslReleases List Property Owners Mailing Address 6 RECORD&RETURN TO: Vacant Land TD JAMES H.BOWERS,ESQ. TD 107 COOPER STREET BABYLON,NEW YORK 11702 TO Mall to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead. NY 11901 C0.Mme c www.sldfolkoountyriy.govlderk Tltte a 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DEED made by. !SPECIFY TYPE OF INSTRUMENT) JAM ES J,LYNCH,AS EXECUTOR The premises herein Is situated in SUFFOLK COUMY,NEW YORK. TO IntheTOWNof SOUTHOLD KIMBERLYK DEROSA KOURTN£YM DERO in the VILLAGE KRISTEN F,ROMBALOI____ at HAMLET of BOXES 6 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over 1 817511 EXECUTOR'S DEED (INDIVIDUAL OR CORPORATION) FORM 8005-A(short version),FORM 8010(long version) CAUrION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the I Oth day of November,2014, between lames J.Lynch,as Executor of the Last Will and Testament of Helen Chalmers,late of 1265 Ryder Farm Lane,Orient,New York 11957,who died on the thirtieth day of September,Two Thousand Thirteen, T party of the first part,and G1`3TE'►�ANTS IdJ t:vf'I,rYW1J Kimberly K.DeRosa,Kristen E.Rombaldi and Kourtney M.DeRosa.joi t 3 f .stsaystera*of 15 Beacon Lane,East Northport,New York 11731, hS party of the second part; WITNESSETH,that the party of the first part,to whom Letters Testamentary were issued by the Surrogate's Court,Suffolk-County,New York on April 2,2014,and by virtue of the power and authority given in and by said Last Will and Testament,and/or by Article 11 of the Estates,Powers and Trusts Law, and in consideration of Three Hundred Ninety-Five Thousand Dollars and No Cents(S395,000.00), lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the distributees or successors and assigns of the party of the second part forever; , ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Orient,in the Town of Southold.County of Suffolk and State of New York, known and designated as Plot No.57,on a certain map entitled,Map of Orient-by-the Sea,Section Two, situate at Orient Point,Town of Southold,Suffolk County,New York,owned and developed by Woodhollow Properties,Inc.,No.3 Glen lane,Glenwood Landing,New York,Otto W.Van Tuyl and Son,Licensed Land Surveyors,Grcenport,New York,and filed in the Office of the Clerk of the County of Suffolk on October 26,1961,as Map.No.3444 and ABS No.3840,bounded and described as follows: BEGINNING at a point on the westerly side of Ryder Farm Lane,distant 410.00 feet,southerly from the corner formed by the intersection of the southerly side of�North Sea Drive and the westerly side of Ryder Farm Lane; RUNNING THENCE South 1 degree 34 minutes East 135.00 feet along the westerly side of Ryder Farm Lane,• ' THENCE South 88 degrees 26 minutes West 150.0 feet; THENCE North I degree 34 minutes West 135.0 feet; THENCE North 88 degrees 26 minutes East 150.0 feet to the westerly side of Ryder Farm Lane at the point and place of BEGINNING. SAID premises being commonly known as 1265 Ryder Farm Lane,Orient,New York 11957; TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; Section:015.00 Block:04.00 Lot:004.000 NYSBA's Roidendal Real Estate FOrots MOO) O 2014 Matlhew Bender&Co.,a member of the LexisNexis Group. 1 , TOGETHER with the appurtenances,and also all the estate which the said decedent had at the time of decedenes death in said premises,and also the estate therein,which the party of the first part has or has power to convey or dispose of,whether individually,or by virtue of said will or otherwise; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. r i AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the costs of the improvement and will apply the same.first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party".shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the patty of the first part has duly executed this deed the day and year first above written. J es .L chr a s:zec�u-'�-Y IN PRESE C F: Acknowledgment by a Person Within New York State(RPL§309-9) STATE OF NEW YORK ) COUNTY OF SUFFOLK )ss" On the IOth day of November in the year 2014,before me,the undersigned,personally appeared James J.Lynch,personally known to me or proved to me on the basis of satisfactory.evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he executed the same in his capacity(ies),and that by his signature(s)on the instrument,the individually),or the person upon be�whic the individual(s)acted,executed the instrument. Y_— KYLET.LYN M (signature and office of individual taking acknowledgment) Nii Iy Puma 8We*II6WVWk No.o&y8lQM6 -'I I,QualI ' OOon�In Nasm /lpt NYSBAY Residential Real Estate Forms(9/00) ®2008 Matthew Bender&Co.,a member of the LzAsNexis Group. -2- EXECUTOR'S DEED Titl No.817511{O-NY-RP-MDl District 1000 Section 015.00 James J.Lynch Block 04.00 To Lot 004.000 Kimberly K.DeRosa,Kristen E. County or Town Suffolk Rombaldi and Kourtney M.UeRosa Street Address 1265 Ryder Farm Lane Orient,New York 11957 t Return L31f Mail To. James H.Bowers,Esq. 107 Cooper Street Babylon,New York 11702 Reserve This Space For Use Of Recording Office I - NYSBA's Residential Real Fsa to Forms(9100) 0 2008 Maahew Bender dt Co.,a member of tht:t.exisNexis Group. NINE= Cq) •• „;.:.J N.Y.p.7 l;.Fuim act• - o,t6r+o end S.k acN,utm Carrn.ou epnrt.Gnn:n,r.1.r-IndmCu,f or ie,po.xfo.h:e3k..xv1 • �' CON3UlT TOUR LAWTRe 3efOe3 316NIN3 THIS INSTIlumorr.TNts uisTtumotT SNDYLo l•tn3ao 3Y t Awymz amy °--` THIS INDENTURE,made the 1 q th day of Ee•pt. ^Q f r ,ninescen ht.:.drtd and^.t':-es2y-.au:- MBETWEEN 1dv^ONTI.I.0I1 PROPEPMES, Itf%., a done=tic rc.rporaticn having Its princFpa: place of husines, at 3243 Jericho Turnpike, Ifoodbury, atlassott County, t:cw Wirt party of the first part,and S. JOSS?R COttRARDY and ELEANW his wife: both ,^_>fdlmO at Jcctccy Creol• Road, Soua.old,Suffolk County, ke:•i York ii 1 ! party of the second part, WITNESSETH,that the party of tic first part,in cansidcration of test dcllars and other vaihasble eonsidemtint paid by the party of the sceecd part,does hereby grant and release,unto the party of the second put,the helm C} or successors and assigns of the party of the secerd part forever, AALL that certain plot,piece or parcel of land,with the buildings and improven:nts thereon erected,situate„ lying and beingbpt9K at orIenf, in le T,::n of Southold, County of Suffolh, end State: of Asa:: Yore:, Litaan and designated as Plot 'a- 57, on a certain rao ertOtled "Pop' titf C of Orient-By-The-SCa, Section Tv:o situate at Orient Point, Tarn of Southold, t7 Suffolk Ccuaty, ?air Y,,6., o.med and d6weloped by 14accilinl1mv Properties, Inc., ,a3 Glen Lane, Glcr•:rood I.::mdfn;, fta:: 'furl:, Otto V. Van Tuyl and _tv-n, Licensed Land Surveyors, rre•_npert, L •t Ycr:t" 5rd Filed in the office of the Clark of tfv: County of Suffolk ca Octob r ^G, 1^Lf, as mop fro. 341;4 and t3S ifo. 3V,* TOG�T:iER wd tl. : right* of t•:ay over at? street; as shcen'on ncps of Orient Ry-TF e- Sea, Sections One an•; T,. , Naps !tos. 7777 and 3:4; is Mad in the office of tF:a Suffoll. County Ctart.. �! `aid pru:alsps art sc'•hi 5uLjet,t to: i. My state of facts an accur,tta survey coy show provided sa:;:e Bees not renear :hC title un'.tarkutable. 2. Zoning rcgu:aticns and ordincncr;s of the Tan: of Southold. �. Declaration cf C(,Yenaltts and ^esrrictlars date) '.71•C:?'Or i$, 17C1, on, Libor Zia. 50-13, gage tic• M, and filed in the o`flce CI 0e County Cleft., SuFfolk County on I:ovenbar 17, 1961. The p.rty of th•: scc^nA part IT fee' -cd c:nd harr,•ty aeR r:.:ta!gas.roti:a `hat tho -rty of tho first part nntc_cpl;,tes divolo lrr mtsn Fs-c rrtaitied by the party nF Lthe first part Brad fror.0m+; cn anJ alc,g Main 9cad to a depth of not less than i 200 feet nnr mere than ='fir Fact for,h:•s;,I:;ss uses and pt:c,.);es, and the party of 'i t::r• second start, by the acceptance of the Bend hereunder coi,eran;s pad agrees for, thimse?vas, their 5uCCI>a^ors •_nc: sssl+;ns, that drug hivc mn ub)aeticr+ theced:, and v:divC any real t of r_+jor.!,�n thra nay i:•rG•lffar ac,rnc by r,:a:on tLurcof, and 1 F••rther cctr*darts cried a::ree, rg r:,tecutc and ochnawledre any and all instraients deemed n,,ce ew ssary Ly th -party of the fir;* pare In furtherance of and tr: offecruate' such dzvelnp:•tent. Thhl•s carvcyon.e is trade in the rC3elar caar a of business crdlrarfly•and acLuaII; is T'�k?l'HnI1X�4ith�K�I�}+��c�'tYc•aQmTrt�`��idSk{�i�;oYiyi(IiXJIFG.Y�ilii�ytlf}:iSsiE.'"5�51:}1XfL`S1i,3FifKtittYiivfBtilFYY?h1iY ' l+Y.tiYiSYtTrY+lllilj�rHYe!1t16YLt #y1F311tk1YiY17ttfii4Elt 18kKYkMAY.KIi>1k91t1F7CC1ifii TOGETHER µill,the appurtenance! .; and all the estate and rights of the party of the first part in and to said premises:TO HAVE.AND TO HOLD the premises herein t,ranted unto the'party of thr second pan,the heirs or suc�tessors and assigns-of.' the party of the second part Eorcvcr. i AND the party of the first part covenants that the party of the first part has not done or suffered anything pre have been eneuatbered in any way whatever.except as aforesaid. whereby the aid AND the party of the first part,in compliance with Section 13 of the'Lim Law,covenants that the party of the first part twill receive the consideration for this conveyance and MU hold,the right to receive such tonsid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply : the same first to the payment ut the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be ronstrued as if it read"Auties"whenever&m.sense of the%indenture so requires. IN WITNESS WHEREOF,the part}of the first pa:has duly executed this deed the day and year first:bove written, ' ^yam MODFIOLL01.1 PtiOPEPTItC, I-IC. • L:JfR�7�Q PlrrF�r3. STATE OF NEW YORK,COUNTY OF SS: STATE OF NEW YORK,COUNTY OF Sfr Oil the day of 19 before me On the day of 19 beforemC —rsonalle carte personally came to lilt known of he the individual drscribcd in and who 1w:lie knows; to be the individual described in and who exeeuled the furt•gontg instrument, and acltnau.ledged that execined the foregoing instrument,and acknoxkdged that executed the same. executed the same. °E:L::1kTE STATE OF -Ar Oo m tt:id r.: k_j�.i•k ., lcifl'r.,P STATE OF NEW YORK.COUNTY OF�,f•esn-r! SS: STATE OF NEW YORK.cOUNn Or ES ({n the Ioch date of Soptli lief 14;1s ,before me On[Le day of 19 before me F �ui•g oflall),Came 'VALTER L'HL perronaly came in me known,who,being by me duly sworn,did dep:ae and the suhsiribing witness to the iorrgo:ng iustnuarnt, with cyy that he ru,"ides at Nn.1175 SO i t Rocli Road, whnnt I am personally aee1ttiimrd, whit,being by nm duly. Syosset, tarn York sworn,did depose and say that he resales 3t'_3'o. that he is the President of IMODHOLL011 PROPERTIES, IRC, f that he knows ,the corporation described in and which vuceuted the foregoing instrument;that he to be due individual knows the seal of said corporation; that thr seal affixed de.+cribell :n and who executed the foregoing ins(tttment;' to said instrument is such cermmte ir..;. Glut it was so that he, said subsc:ibing witness, was present-and saw: -.'.nr;:d by order of the board of director of said corpora- execute the sane;and that be,said witness. ' ' farm,and that he signed Ill$ ram•d.rrcto by like order. at lilt some time subscribed It name as witness theirto. A,q (� GUSTAVE FIS IL In (WARY etlettr:SM.of Nn,Yr•! Yw 5:-Luc.-lo `► O„ro.:f to ION,C 4 !� rSrn:zdrae roost Su.In 7Sf Bargain and 0-air 33rrd 'FIFII(`.,R'ExA. A(LoNSTCaA%unt%Act's smno.N rn.E�o.7fL—s of�`�S-' MOM T�+e, wl' Mu.`m OR'row.,6U{b C� FI�IL Ilt.er,r.L.�:L UU h11i TO S -c•• ��/�Wp^�/ .l�i � /�, Acm LK N P-s%&C yr ' �7L�/ - CtIIC.\r:V'i1T1.1:INSURA\CS CONP,IYY r : IrjrtYAAlI f01N 0r NEW ion IE:t1 Ef TIRE ONOEEI{EIMS, Altura//by plat{to rf' EI Mitribufed by �S�C��r LOV k 1;nV �.ow�yrtt��19 7 tlIErsoRls�lvcn corRrn,lvx I (/J7f'�y�iavl �' ztpra.�r7RY". c �' Wo '� y tamo�v a i ✓s �J . . r 0 i/� .•. .i `, `,�+r\•ti.r.rrin-r.s'o...-_::.•ms..r .• ••lv.ni..w-. .•.'•:J),'..rie: . •-�j1 �.�'• fsletl. .,N-..r r4u,sw..,+l,srr..sr,1...wt•c"i �M�tr:rn`rr n. Nvr HiU+.'.r -:.yi .. •�.. 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Loper, being married to each other Dated: 3/13/2001 Recorded: 4/5/2001 Liber: 12111 Page: 633 Grantor: William J. Wagner and Dorothy B. Wagner, as Trustees of the Wagner Family Trust dated October 26, 1994 Grantee: NF Management, Inc. Dated: 8/14/2000 Recorded: 8/29/2000 Liber: 12066 j Page: 810 Grantor: William J. Wagner and Dorothy B. Wagner, his wife Grantee: William J. Wagner and Dorothy B. Wagner, as Trustees of the Wagner Family Trust dated October 26, 1994 Dated: 10/26/1994 Recorded: 11/18/1994 Liber: 11703 Page: 149 Grantor:'1/Vood'W6 ow-1 9roperfii ENV,R , Grantee: William J. Wagner and Dorothy B. Wagner, his wife Dated: 1/9/1984 Recorded1r/�1�6/.1i8 _ Liber: 9496 Page: 28 Grantor: Frank Seaman K Grantee �Noodhollow Properfiesw c. Dated: 3/13/1973 Recorded c4/!254/gl',W3mlg5- Liber: 7385 Page: 532 5 Grantor: Woodhollow Properties, Inc. Grantee: Frank Seaman Dated: 9/21/1971 Recorded: 9/27/1971 Liber: 7013 Page: 595 6 .% - ; ... .,. t t :t _'.. 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Gr,n,.n,A,•.--lnn.iJ..l:r lu•,�•••.r•n.tootle aer.) 1 CONSULT YOUR LAWYER a[fO4t SIGNING THIS INSTHUUENT•Tt113 INSTRUMENT SHOULD OR USED IT lA1NY![S ONLY I` THIS INDENTURE,made the 13 th day of march ,,nineteen hundred and Seventy=Three` II BETWEEN !1f FRANK SEAMAN ,eslding at 198 Latham Road, Mineola, Nnw York i G I party of the first part,and 1 I • WOOOHOLLOW PROPERTIES. INC. a domestic corporation having Its offices i at 8243 Jericho Turnpike, Woodbury, Hew York ( I party of the second part, •.. I i�il� ' 'I IWITNE:SSETH,that the party Sit the first part,in consideration of ten dollars and othervaldalil'e�considmsitrn rr. Ind by the party of the second part,does hereby grant and release unto the party,ol'thtse&A"parir the•Ifein or;successors and assigns of the party of the second part forever, i ALL that certain plot,piece or parcel of land,with the buildings,and irnprovcuxms thereapsi coil•srtitata,, lyingandbeingitvcttx at Orient, In the Town of Southold., oft,SuAr it and Stare ;;" of New York, knwon and designated at Plot No.:•59,,o9,'a.ea ad'it map entitled _ �l "Hap of Orient-By-The-Sea, Section Two, s'Ituate-at•'Or, %,ld4t, PL t4. f , Town o li Southold, Suffolk County, New York, owned'and.8ey..Cloped:b+Y,rl+oo�h�!lilpw P,cnper,tjtel„ r ^I L•; Inc., A3 Glen Lanc, Glenvmdd Landing, New Tonic,'0•tJt`o=ii.-Van-Tuyl-and:-Sony I1tros1idi Land Surveyors, Greenport, New York" and filed in the off�l'2L+'ofrilie clerk of'•thte:' L I County of Suffolk on October 26, 1961, as Map No. 3444 and ABS No. 38'40. F <y L• •' ,.11 VlY t,Yv.tt'y Cryht•YNI i i TOGETHER with a right of way over all streets as shown'lin maps xof Drtent-By-T,he- h Sea, Sections One and Two, Maps No. 2777•and 3444 as filed In the offlce of the �_lit I Suffolk County Cterk. f r Said premises are sold subject to; +c i 1. Declaration of Covenants and Restricltons dated Noveeber 15, 1961, under Ltber Ito. 5083, Page No. 219, filed In the office of the County Clerk, Suffolk County on November 17, 1961. 2. Said premises are sold subject to a first mortgage held by the Soothotd Savings Bank with a principal balance due of $4.800.00. • .t iR' f�.e ES�r do ,:`I':! 7: `t: .. 7 •-+,nl lr.n,lu. i Nv a, '11'.'u:.•ol.. >v'�s••. 1 1 x:o: m z+a • I ,•„ f��e�n.^f? �`_d say•�. A ,..+,.t r:t. - ,..+ , i 2..;:.�fi<�i•�y.r.DY-•. t •.. ,,. WnL•d�r•,tvl 7atliT%;alixel 7[SttlxDob{i1C1oXRat%%Sf�4tx)(xt�f767(K1Mtxk:t1S*§iblA'Sty,1fkAq XTkyhf�VAkx)iSG7i TfI(yfllXR>;,1fX� f TOGETHER w•ftlI the a Urtenantes Andall the csiair A rights of the ptrly °iest"RwAn��tnJ'"uid.premises;TO HAV, °AND TO ! HOLD the premises herein granted unto the party of the second part,the heats or successors and'assibms114 -Ij l alit party of the second part forever. "7t! IIAND the party of the first par,covenants that the party of the first part has not dune or suffered anything .•� 14 whereby the sad premises have been encumlxrcd in any w•av whatever,emeepi ay aforesaid. '•� AND the party of the firs part,in compliance will,Section 13 of the I of Law,covenants that tlw party of 'i the first part will receive the consideration lot this conveyance and will hold the right to reerire such eonsid• ;. cmtion a5 a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply i II the saint first to the paymun of the cost of the improvement before using any part of the total of the same For •I any other purpose. ( The word"party'shall ba•construed as if it read"partict'•w•heltcvcr the icnec of this indenture so requires. ; 71 IN WITNESS WHEREOF,the party of the first part has duly exccwed d,is deed the day and year first above I: w'flllen. ' i fl Iv DNESEx Cf Jr: ; I, F ANK SEAMAN I i ! y� STATE of NEW YoirC COUNTY OF /T a.4, ,L._ 33: STATE o1 NEW YOEE.COUNTY '08EM On the / % Jay of Aa c/ 197.3,before me On the day of 17 ,,^,store me .I personally Gantt � personally came Nt un•known to b- the individual dncribcd in and who In me known to be the individual deseribcJ in and•aho executed the foregoing t Irunlent, anA/at-nowlcJged dlat exrcmcJ�xecut d he foregoing sameinstrument. and acknnwledgnl chat exectneJ J+` PLC ) •ti/L�r�'Le LENORA A. WOLSHStdbt�RY rill UC sivr�sa„oe vr+ otary Public, f New York Tc�a4d1�?A . a. 30-4332400 ••alified in Nassau County Term expires March 30, 1973 STATE of NEW•YOtt,COUNTY OF is$: STATE OF NEW Yost.COUNTY OF SS: day of 19 ,before nit On the day of 19 .before me On the personally came personally ennu g R with to me known;who,being by me duly sworn,did drpux•and the suhsenbmg wiuuu c the (o,e--ha.being b 1eme duly say Ihal he_resid'cy at No. whom I am personally acquaintcJ, g y' sorstsr:zxxvxr... .::•.-+ . sworn,did depose and say that hr resides at No. that he is th�Xi4Y;;::,,q;>.:..+ ., ,s:.•. ` Itiat hr kn0w's .... of ,the corpurOhoil descrihtd to be the individual in anti whir,executed ihr foregoing instruvmnt;that It i •knows the. seal of said corporation; that the sral afixed described in and who executed the foregoing m5lrumem; to said instrunttnl is such corporate seal; that it w'as sn tlnt hq stitexe execute the samtng '�iand dsalwas phe51satid and incss. affixed by order of the board of directors of said corpori tion,and that he signed h name ihrrcto by like order, at the same time subscribed h name as witnrss thereto. 1�'AIt}Fti21 E19I ° tfl�' Peel SXC'nON L�ITN(;tirENAXT(^'rr��s"r��.RA Na•1stdS affi'' :, �, .qi (. .0ccrxoticu ai t:.v•• .. 'kc0x ' • TX'fl(.NO. ?y�.y_uLc�-r;��i1,�5_.''_:�. . . t . 1 LOT x 2n1LOlt [t;n:•;:: ua OUNTY V0.TOWN t� spy• �.1 t4`::. Sub 4.: ::',t .: F� ; r, • 10I.E11lEy tulip tleps o1 'o'p. ,.«t• r,i••a._ - ''• TITLE Nr INSURANCE X. i -„ CII1CACo TiTLF.IN3URANCE Cr/MPAN/ l..ljlL COavj J� �P E'°lE uu ,;:N.s,:.:t '_t• - uy�, by Ma11 m - 3 3Eb rack o;�xn rE r�ar�o�runnE�m_Int`Ints t qc, 117zf �M1e'Ins1 1 Ce pany 20Dyi(Abuied>fiy,kO1F : ain St xt1. lad OLI,r,c.v.._; P:O.Box 2 6.8!IC•AGO; ITR>S-1:, 5's•., R7pEl�ia-:a •el f 1 Q� z-ms LJRATTG�i•GOM:IDA•TIX,_;v - y"• if" No. •• - lip PIKE WOCI)BURY. L.1.-N.Y l797 mo 0 1 p Y..o tJ�_t.1 .k rt �rQ C N r to Tat w r "L'tDp ,�..+�., w .�aWe�.�.� • 1951'f • t:oNu%T YOua Lkwvu serest nowito was oishumorr•TNm vimuttiff 1Nouto a Yfts In,&Awrses ONLY B/ TNtS(NDBNT M made the 9th day of January ,nktdm hundrad and E Ighty-Four MUROLLOW /KOPIATIIt• {NC,. a dmaastic corporation having Its principalplace o ua peas at I1243 Jericho Turnpike. Noodbury Neseau County, New York 11797 pony of dw Dnt part.and 111LLtAM J. 1010NSR AND OOROTNY 9. YAONl11 his wife, both resldlne at ee r w. un tg at on, uffotk County, Now York 11746 party of 16 rnml part WtrNESSFTN,dust Ihr!party of the 6ru}iart.In eonakferaibm of Ten DnItar.end..Iher woloalth eonald»atlon paw by the party of the rraot pan.den hereby grant mat mkwe unto the party of the.ecurld part,the halra slywrrraron and aulges of the party of the grand part(ismar, ' ALL that r•ertaln ptot ptwr rot lorr►l of land. .tragic. lylnp end WaaAin at 0rlent, In the Town of Southold. Ceaety of Suffolk, and Stale of Now Yore. known and designated as Lot No. $9 an a certain sap entitled "Nap of Orleaytlly"Thb Sea, Section Two, gltusts at Orient Point, Town of Southold, Suffolk -irr t�•. CatlWtyt;MihY�Yl4Fl;teimel and'Fllveloped by Moodhollar Irop*rtlos, Ine. /3 Olen Lane, Olomtood landing. New York, Otto N. Van Tuyl and Son, licensed Land Sunwors. DISTt 1000 Oreenport. New York". and flied in the office of the Clark of the County of Suffolk IIC.I 100000 �, n October c�►,26.c1961 asrMao Me. 3444. ILKs 04.00 T00tMA with a right of way owr all streets as shorn on atiase8�Octant•/yThe-Sea, LOTt 006.000 ketleot one, Two, and Three. Map Nils. 2777, IVA end 6160, respectively, as flied In the office of the Suffolk County Clark. SAID/AIIIIIIS are sold subject tot I. My state of filets an aeeurate survey my shoe, providdd sage des not nndsr the title unsarketable. I 2. Zoning ngulotions and ordinances of the Tam of Southold. �. Covenants end Aostrietlons In Llbor 50/3 cp 219, renewed by Libor 7017 cps Ill. 4. Ilaetrie Iaseaent of records Libor 5125. ep 346 5. Oaclaratio" Wt-lbor $157. cp. 05. The party of the second part is Informed and hereby acknowledges notice that the party of thelfirst part contemplates developing pwalsas retained by the party of the first port and frontino *tong and on Maln Read to a depth of not lose than 200 fast nor lion than 400 feet for the business uses end purposes, and the party of the second part, by acceptance of the dead hereunder ccnvenants and agrees for thtaaselves their succosson and assigns, that they hove no objection thereto and waive any right ri 00 objetalaal thaveley hereafter seerus by reason thereof, and further cownents and prMl,J6Ntiscvto and acknowledge any and all Instruments doetnid nscessery by the early of the firstppasrt In furtbarance of and to effectuate such dovelopiont. l THIS CONVtyAAtt 1/'tilde In"OWOogulor course of business ordlearlly and actually condusM by the grantor corporation. 14 ful-F�i with the a tpatirnatrrs and.all ilw wont.and righter of the party at the One part In and to Abhi pr,mla+:TO HAVE AND TO FOLD ,, the prnnl■r."In wr.nan)unul the party at the■eraad pars.Ihn Min.at.Wm—its,it'll er.kn'lal of the tarty of :hrsnand lent fnrevrr. Icing the same promises conveyed too•the party of the first part heroin by certain dead in* yYnfndka+6N daetiredf►ltkat317ti.�r recorded linrl6bunmi 65.cp5r32onthin wlrrreb I the utd pnrnl.n lucre heen�enrumb.,erl In toyy w�iy'wlalever,eae�Qpe�a.dnteald. y R y l� ANU dre port.wf Ihr 6.d pp.s,w In eamplbnew with 4ctlon l3 ul the l le:r 4r,ra,rnonl.that Ihr Iwrl}}of the BnN / \ port rill rmiye thr r'ln■lrkrotloo fan ib!►eaoreyana and PIN hold the right w r,celvr each rnmldoralbn o a \ kro■t fund to be epplkd Rat fat the porpo.e al11mylnp tM 7. o.t et th►bnprn--and wdl apply the came brat to des paymen nl the r int of du hnprrwem,nk befar�uafng any port I'll Iha tenet nl the.ante bus any other 11wrpnwa. The wont"porky"yluJl be cmr►tttnl b■If G rNd panln"whrn►yer the,Mu of ihla fndeuture,u rrylu[rn 9 4 W1774M WHEREOF,the parry of the first Port ha■duly eanvlal IMP what list-dal and year 8r■r ahe av .. '.in Marnax ar: fJ 'NOODNOL FKRTIII, INC. REAL ISTA7t; ' - JAN 1 e 'fW451 LR TAX UXL, SfCRITAU SUFFOLK COUNTY 29 t �t 1 "or' nearL1tm tw NI lTA"of Now YOWL wiTY o! Set ITATI o/ W vclm�eW m of � ul On lb. 16,of 111 ,61ult•In► Chi 1hr Joy nl :n .lxforo the p►rnu,glly Ia1ne (rt.,roaU,tame :' v• err, ju In,knnntl In Ile the Individual dowribed In and whit to ntq Imuwa a, Ile the Indivhluet• dvmrIIWI In qm) who e{erllted Vint relquipp tmtmt mnt. end arknowleduml diet rxerutrd the hir dhp instrument. and "I-wWwad that etiKW{!1{tAl)MW.• oiRUMd Uw Sam. �L'' LLn' .'rJ•'ll. '1 1'tl . ' v.: •L,e }.r I t,"L ...1}u• I.r. n• •l• .}.... o�..s.:, t• tt• ..'•4!n ••. .. . VIL'I '.•.Lt p.•L..{:, ;,. r�l:•t1u I*AN all WW TOplt�it�UliTY 01 q^S u+ NATI 0/NIw 40m.colam a, w+ ea. •Y••... ..�a . Y••.YVV aVY Ya••'•v YYV•V On the df"IN10� a tn0>j'.befbtt'Hb` rlfPilllevvvrr.�rsyfvY>vtr�.+..:it�?91l�''i bMYIdIM� prrrxtait rgiM••• Re Y .• ` L.,( ,11►r.Ieu1N,rome in me knowlt•,It ,�1 ul DMOInt tl d h�q „ {fee tlbil�j ME t'p,.W;lltl• !jt i I,iRrU, b� �j Y qy p �11l sHY �u t� riht! hnrr��ooJ�lh� aNa�O 111. �t.OWeC8Y•. wh•uli!'niit poln, mrymtnf,fl'1.1Fa(whij{•fgnirl`i►y 1;W fottk }1'jN' I t 1 L" "L IL'Wkftn:01114qu.n thid!0 11 1 tt-4,1"rnl'At'NA'" thAt 1•. I !` li.b .l.' .• •; u.r.„•L . Ile ulNoO ftLo11 ►ItOIRIlT113t ry�1+Cl." .t r• llul •hektv+wn. (,•..L...j• ...• ,Il(.•1 L . ,.•p.1••r:. ." in ntul rltivk'Rq}u�tn��t fVrcy;v�ity Ivis np�netppl�Lon,Jo�t Y. n. ..,, . •lacL;•:u t... •.c r 3U pq�j,1qq 11n1lt�nJ�'A,:� kaowt the rAt"t l ►ohi' ngtetrotWn;'pde'7he' al 15dt,l°'8nr116A1 Gi nh.lc ' 'rtlilr+i'thq ►u 1!ulhg 1aNrAalenll to ulld Intlrut(1f�It IS &WIl"Mrp6raw lull tha l►M1e+„' M I lr`9h. Jim 4,1 ilu"iMllk'Whal4r.Y/nr 61l)•etIM&Slow L„• 0112141 by naloe•n11j1e•'b1Inpd. f all .44v'otpid e0 ••t t•; , r r/t" t+»euuMt.wgtw ttm161fubt:htfSleldttNMeri'•r uon,awl that IfP�.e .tr) 16eWto bf Nka w. nl;tho. auWm+tutwolbr It nt • ,•Ll+ '.i f• ♦.n •rll ., l..�l,.,l�n.., •lu .../t1,.1�(�,,►-�.�,(� p(+,[..tVu..•. ..(�11�i�(1�,r • .r.:t;► •r•. u: ,QL LL����G�'t )/..YIpiM1W Ill�i Nii.0 n^�� YYNK1� ,•: ...NOt�RiYMlidt 'SAMSIJt,CA� L. ,,1.,.: ,.. .•1 It: 1¢omw q%=OQ t.I'. ,•,,,, nej.r• ; •tCrtrialto fepk"k�f 31�LI� . .1. .... .,t'•.�/1►•I ns,. •,•.r r•.. L. 1pC17tX1 Wnulov 1 eALT{i nlh'1•L�au t% ;}•.L•'HIACIC T ;t•. ,n: T •..� .t. .} _ .,L:c(; js• •v I l le.) R�l , r�t rt1•,o .,(.1 o L} ( .., ..,. ..A..L :1 :S14"OTIVIMWN"u 'RNffOk L• +1'... •I,'''r• kCRpllol.Cco11 PROM)ltlRli INC. I•t. �..• )1 11,E �j:nutlro: •.. A.L,. I "I" ll loi (".. ..111 Cu nl :fir Llol :1 (.•s ;,.h.L1A ill rllol' pilau�. •IU•.Iu. '.la. 4•L• •t111)•►' An' •q%l ..t,. ..u' (}►•.U:Cj ('ru'. •nLAYlln{' NILLI M JC R 7tl10'OORdTN "Ll WXMA4'1:oar.; ,•A +t r„jtwi).w .A>olptlq�MAW'iOt}yr., (:ut:' �LI4%N19AW"1 :'ert' ,oc:Ion. wtl rlin.tra 1 "t��•,Q ..'s-1 , .'. 1,le .tl nY .,•L.I vnrY.11 '1n. •.. 1 hl/L•.1 ISO �•Il 'I„ ftV 1._t•i�,,,,,Iy[y[y...i 4U ' � IC". ."1 .sl WMttlltl tj 'Ll,,V ILI (.,, j•rr ..1 JJ rL^_L !nl;�l•• 'n,•t ?L.( YwY writ vY y tltlrff ilttY:!VN lYOrrkp�.t;NJ zip N-11748 :( 1 n..;...� y;+••' .1nu(}ull^o :L7L}•nr' ).nllol, ..nnsN• 1.r.. ;nl+ Ii�1'.. r L, L� ttoa vi n Orfrl w Ir. 1 IgrU!}ul •11.rt1 ••t .n,}uo : rl ca•l ,tl}E7H1 ; �„nlur`hdw, .vlL lit N rr•••, L.•'.r;lir;_..ti.�':'• V •t0.•C`.(IC CALt.:LYr AwAl It 08 a BOXA3'STHRU 9 MUFf RI!TVP!90 OR PRWKD IN HLACK INK 914I.Y PRIOR TO RtlCORDINC OR PILING. SUI►FOIX COUNTY CL7 Z �2596 ' P�149 c °u+" 259 A CaWtaaN R Cam clad/MorlMaralaatewaat gtatl/MartKayaTaaBunep Ateoedtar//NMK8laatpa a low Maryara A" p. Ilarrlder 1.Oak Tat — TrI / .22' 1.aunrMA Moto" SubTdd L44211(Caaaty) Wb Told 7�0 0 >,Bpoe,►Add. ttA�D3171Etatq 2.L. TOT.KM TAX Ilol d for Appaibaalaat,,,�„� Caam el BA � Traattir Tax AAWFMI sue= MaaYaa Taa Cermm Can �.,�.._� Tba peopaty am Q by ft atMUV b or will be talprawd by sooe ar fto N ftq,Copy Bob Told r rawly dtail ng 015If'• pV VRR,,,_or No— can GRAND TOTAL , VMS"appmome taa etawa a pap 4, allhla taglNmh Rat Property Taa Bala Alwy vw ta" ti TitW LbwpMy IaNnaastole I MW len ea, dAgg 00 ' , Coa+paay naan e Pit PAW DI T C+tt;_Cwl�—IP F,WLLIAM 1l asaftm,sm Payer taw u A A R„� lire eap Matn etral HuWepM W#*York 11743 ORt s RRCORD&RETURN TO 9 Suffolk County Recording Endorsement Page This me forau part of*2 attached made by: (1d.MrAp8a,ctc.) + Tiro pmmbu horela Is dwakit in , ) 9URMIX COUNTY,NBW PORK. W lathe TOWN of ..®.�,. � to the VIU AC6 or HAt1 lXr of r aoaaei.0A8 • ft"t r tsim too.star,+ e..Y Kte•n..rrr—A.#..Is..e,aL l..w••IIU(,.,so a.*retail Or.nu'.A.1 —I,el.l&ca tlCM.?01M %A U.boWl ' "t"T Von tAMM 4000 Moms?W totey6;NSAFW_TM 00TV1110M tit 9w 05%a ev%Av nwA umv. TH9IND�t4i 7AX made the 26th day of Ootobor ,olntuen Itnndtod sod ninety-four MICTWM WILLIAM J. WAGNER and DOROTHY B. WAGNER, him wife, residing at $ 713o main Road (P,O. Box 21), Best Marion, New York 11939 4 r party of the Ana pan,and NILLIAK J. WAGNER and DOROTHY B. WAGNER, as TrusteoA of the WAGNER FAMILY TRUST dated October 26, 1994, residing at 7130 Main Road (P.O. Box 21), lost Marion, Now York 11939 s patty of live acAd pan, traTNZZUTK that the stony of the Ant rt in conddantlon of Tan Dollars and other valuable consideration f or ntby HOOOO M, se pa awcas at the rt, Mn�y grant and�rse unto the party of tfa 100nd part,the hdn ALL that certain pick Plate or pad of tang. dtwu, 3: W re tad belq In ties at Orient, in the Town of Southold, County of Suffolk and State of Now York, known and designated as Lot No. 59 on a certain mop a entitled "map of Orient By The Sea, Section Two," situate at Orient } Point, Town of Southold, Outtalk County, Now York, owned and developed by Woodhollow Properties, Inc., 13 Olen Lana. Glenwood Landing, New York, Otto W. Van Tuyl and Son, Licensed Land Surveyors, Greenport, Now York, and filed in the otfios of the Clerk of the County of Suffolk on October 26, 1961 as Map No. 3444. TOGETHER with a right of way over all streets ao shown on maps of t Orient By The Sea Sections One, Two and Three, Map Has. 2777, 3444 and 6160, respectively, as filed in the office of the Suffolk ); County clerk. ' SAID PREMISES are sold subject tot 1. Any etata of facts an accurate survey tray show, provided name does not render the title unmarketable. 2. Zoning rsgulationo and ordinances of the Town of Southold. J ]. covenants and Restrictions in Libor 5083 cp 219, renewed by Libor 7017 cp 121. 4. Electric Easement of record, Libor 5125, cep 346. 5. Declaration in Libor B151, cp 05. "sing the samo promiass conveyed to the party of the first part hsrsin by deed dated January 9, 1964*d recorded In the Suffolk f, tAXtdAP County Clark/s Office on January 16, 1984 in Libor 9426, page 24. MWNATtON N./tIYV TOGET1181t with all right,title and Interest,II any,of the party of the Arst pp++rt In and to any tine%&and made abutting the above deseribtd ptemtus to the center lines thereof;TOGI{THER with the appurtenances F So. 0/5 o0 and all the estate and rights of the party of the Ant pan In and to mid premlwst TO HAVE AND TO r HOLD the prnulms berth gtanted unn;the pany at the second pert.the halts or omosson and aulgna of E pa peg oo the party of the strand pan(*river, i Lo.t.A Oo0 AND the party of the Ant pan covenants that the pany of Ohs Ant pan tea not done or&uttered anything whsrsbyy the Bald pnmisea have been tocumbeted in any way whatever,except as aforesaid. AND tM poly of the Mu pan,In compliance with SMlon 13 of the Lien Uw,covenants that the party of the Aral pan will reeeIva live consideration foe%hit convoyana and will hold the right to receive suds eonold• entloa is a ttuu Its to be applied Ant tot the�r.�rposa of Paying the cat of the Improvetmnt and will apply the settle Aar to the psylnent of the cost of the Improvement befort using any pert of the total of the nine for any other purpose. The word•'party"Atoll Is comttutd to 11 it read"parties"whenever the sense of this Indenture to requlna IN iW/PIUM WHSRLDF,the party of tM Arai pan has duly axetulad this dead the day and year Afar abova wdurn. IM etssaaMCs set . r rj William J y fagnar Dorothy aTa1t1 OiYs years.cis®0 /n {PAYE ar{a97/r0@rl,taUQAYr On the airy day��ot b� ire ma On the day of 19 bolore me personally turtle R/cCAAjW hind P/rlonally came , Q A to me nrI.be 1 IndlviduaLl.described In and who to me known to be the Individual described In and who ut�d tht tare�otng instrument, acid acknowledged that oxtcuted the fort`olnt; Instrument, and achrawitdgtd that 7wocurtd the Lame. executed the come. • r.rnutAMMYat ar Notm rue ,er;� W del sr®va of MW r®eta.tststeer of lu ITATI 01 NtW V0811,t OWY of a, On the day of 19 before me On the day of 19 btfees me personally come personally tune to me known.who,bring by me duly sworn,did dtpost and the subscribing wilnesr to the Iorttaing Instrument. with say that he mildew at No. whom I am porlanally uqualnttd,who,being by me duly swam,did dtpose and gay that he resides at No. tolfat he If the that ht knows t the corporation described In rend which executed the forefoing lnarument;that' he Io be the Individual knows the out of raid corpormlon; that the met,&Mixed described In and who executed the lorageing Instrument. to aid teltrwnmt If such corporate a&1; that 1t was so that he, laid subscribing witnou, was prtwnt and saw Oixed by order at the board of ditwor►of mid corpora• axecuu the amt.and that he.mid witness. tfan,and that ho shined h aamo thereto by like order. at the rune time subscribed h name as witneu thereto. Ra pht orb bait 119teD uctloN µTIN COVINANT AGAINII GAANICIA 1 ACII Tat►aW{Noo,L,LI�f WWAAGcppggRR 1►txx DORO'tlfY WAOI�ISR and wr COYNtY OR ipWN TAX x1a,Utta A1111xrJa TO WILLIAM J.' WAQNER and ewoe aur401041at74VTMOUVr+aaeaarar DOROTHY B. WAGNER, AS TRUSTEES aMRX BY NAIL TO, tare F. William Masarvey, Esq. ow..e.rl ti 196 East Main Stroat Huntington, N.Y. 11943 [Tl=TM 8UARANUS • 4244 12066R810 ; , MIND , Numb rr of a MIALINTATR AUO 29 M 20 AUG 29 PM kt 18 TORR6NS "WARD P. OMAIRE Sgkl ri RK F T Y SUf4LIi COUNTY r Gr111kNe tt ptw at.a 4244 Mod/Matppliahunnnt Dad/MutVTexptunp Naadlnp/plllnpSlants t' C Pole l piling Fee ,,,,,. Matlpge Atnl. Iq„dtlxg r TP-*l 2.Additional Tit c� - i. Notation Bub Total RA•l217 tCouidy) � — pub Total 42Z SMJAnk. RAa2neswle) 01 .. d_.._. tipee.lAdd. R.p.TAk TU7.MT'l1.TAX Caron atIGI ._....�..�t„t._ M Duxl Town.__Mal Cnwdy„�.. Held tnr ApporUoamro��i�-'�'T i ARh4r11 a Trentrar Tax Gltllthdtopy _� Metttler►'hx � T'la prope►ty e"it ed6y r1— i malpepe�i or 1' Copy —" Sub 7bhl despl„be wd by a one of two ram NY Otlur YRs at NO F GRAND TOTAL Irm att Atop?ate lix a u01-0 04 pool N ' ofilh�hirtn„nm►. 1 1 Real y Tim Emits A vallk(Mon 5 Cunununit Preservallwt I+und Dio), station Il Lot Corroltleratlun Atnouul S _ . 0.00 et 1000 015.00 01.00 005,000 c=1'r" g_. _2....� t prnral tnhl aal bend X 1 9a110rea one/gMehnpaUHaNwe Llet Wopp��,yy Omen MOliap Add AUS 2 9 2ON0 RICORD•RK7'URN 701 WiAml•t I A110N 1 Deborah Doty, sag. PO Box 1101 cutahogue, NY 11035 '1.1/le compally inlbrttrnllun Co.Name Cotnnwnwealth Land Title Suffolk Suff6lk Munty Recor iniz &Endorsement Paize Wit Iva*runne,xtrlorlwalumW _•Dead _ made by: (SPI IPY'I'YPHOir IWIRLMiN1') WILLIAM J. WAGNER and 170Rt sue TV pmndm Iwwbrlexlitalcdfit aula�RDA►ZE 8 t n AWAONLR SMM M"M NISW MURK. TO Milic'IbmeWpor Southold ,HIP MAN GtelWNT, INC. 1ntlaYlLi.AOI: r or11AMLLTrof Orient BOXES 5111RU 9 MUST'B9'1YPI!-V UR I'Mrilb IN BLACK INK ONLY PIUUX IV ItUiCU1tIDINO Olt FILINU. (Da n t TRIS INDENTURE.made the day of August,In the year,Two ThousaM k ISM7 VIZEN r WILLIAM J. WAGNER and DOROTHY B WAGNE& both residing at 7130 Main Road, But Marion,Now York,as Trustm of the WAGNER FAMILY TRUST SATED 10.26.94 A, party of the first part,and I NP MANAGZfiMRNT, INC„ a Now York corporation having itr principal place of business at 60 Ida lane,Aquebogue,New York s a party of the amcond part, W1' NZ39%TH, that the party of the first part, duly nominated and appointed Trustees of the Walpter Family Trust dated 10-26•94, by virtue of the title and authority in me vested by the x terms of Bald Trust, and in consideration of FIFTY-FIVE THOUSAND(S55,000.00)DOLLARS paid by the party of the second part, does hereby grant and release unto the party of the second r, part,the heirs or successors and assign of the party of the second part fbrever, ' ALL THAT CERTAIN plot, piece or parcel of land, with the buildings and Improvements thereon emoted, situate, lying and b®Ing at Orient In the Town of Southold, County of Suffblk and State of New York,known and designated as Lot No. S9 on a certain map entitled,"Map of Orient By The Su, Section Two", and tiled In the Office of the Clerk of the County of Suflbik �1'0I_15 on October 26, 1961, as Map No. 3444, said lot being more particularly bounded and described to as tbitows:• "�~ BEGINNING at a point on the westerly side of Ryder Farm Lane where same Is Intersomted by CUP the division line between Lots 59 and 60 on said map, said point also being distant northerly is 433.85 fbet as m asured along same fmm the Intersection of the northerly side of Park View f; Lane with the westerly side of Ryder Farm Lane; tr. RUNNING THENCE along said division line, South 90 dogrees 26 minutes 00 seconds West, 150.00 fbet to land now or formerly of Joseph Moira; RUNNING THENCE along said lands, North 01 degrees 34 minutes 00 seconds West, 140.00 foal to the division line between Lou 59 and 58 on said map; RUNNING THENCE along aald division line, North 88 degrees 26 minutes 00 seconds Fast, . 150.00 fket to the wastariy ride of Ryder Farm Lane; . RUNNING THENCE along the westerly side of Ryder Farm Lane, South 01 degrw 34 minutes 00 seconds But, 140,00 fit to the division line at the point or place of BEGINNING, I BRING AND INTENDED TO BE the same promisas conveyed to the pony of the first part by deed from William J. Wagner and Dorothy B. Wagner, his wife, Mod October 26, 1994, and recorded In the Suffolk County Clerk's Office on November 18, 1994,in Libor 11703 page 149. TOGETHER WITH all right, title and Interest, If any, of the party of the first part In and to any street& and coeds abutting the above-described promises to the center tines thereof, TOGETHER WITH the appunonances and all the estate and rights of the pony of the first part In and to the said premise&which the party of the second part has the power to convoy or dispose of, TO HAYIC AND TO 116LO the promises heroin granted unto the party of the second pan and/or assigns forever. AND the parry of the first pan covenants that the pany of the first part has not Bono or suffered anything .whereby the sold promisee have been Incumborod In any way whatover, except as aforesaid. AND the psny of the first part, In compliance with Section 13 of the Lion Law, covenants that tht pony of the first pan will receive the consideration for this conveyance and will.-hold the dght to receive such consideration as a trust fond to be applied first for the purpose of paying the cost of Improvement and will apply the same first to the payment of the cost of the improvement befbre using any part of the total of the same fbr any other purpose. The word "party" shall be construed as If It read "panlos" whenever the sense of this Indenture to requires. IN WITNESS WHEREOF, the party of the first pan,has duly executed this deed the day and year first above wfton. In presence of WAGNER FAMILY TRUST DATED 10.26.94 WILL! 1. W ER,Trustee DOROTHY B. W 0Rl NSR,Trustee I a +; STATE OF NEW YORK,COUNTY OF SUFFOI.K ss.; f f On the "day of August, 2000,betbio me, the undersigned, personally eppo vod WILLIAM J. i. WAONBR and DOROTHY B. WAGNER. personally known to me or-proved to me on the beefs of mosictory ovidence to be the Individual(s) whose names) W(tatm)'eubsarib�f.to the within Instrument and acknowiodged to me that helshe/they executed the acme In his/her/their capoclty(les), and that by Wher/their signature(s) on the Instrum®nt,'the Individual(s), or the } person upon behalf of which the Individual(s)acted,executed the Instrument. r MrAry P �' Not ryr im MAP- 4• d' s ' r C a 4 k ` I lilllll lilt IlIIIlIIII lull Illll Iflll Illll IIlll flll Illf f IIIIII lull IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 04/05/2001 Number of Pages: 4 At: 09:26:37 AM TRANSFER TAX NUMBER: 00-32978 LISER: D00012111 PAGE: 633 District: Section: Block: Lot: 1000 015.00 04.00 006.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $161,250.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO EA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $5.00 NO Cert.Copies $0.00 NO RPT $15.00 140 SCTM $0.00 NO Transfer tax $646.00 NO Comm.pres $225.00 NO Fees Paid $943.00 TRANSFER TAX NUMBER: 00-32978 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County E: 2 , Number of pages MOROED TORRENS 2041 Par!14 09s26t37 R1 Edwxd P.Romaine Serial CLEW OF 51JF'fp1.K WATY Cc"Mcdo W !0=12111 P b3;, Prior aG d , Deed/Modgega Instrument Deed/Mottgege Tex Stoup Recording/P1Hng Stamps 1 FEES PRee/Piling IT= Mortgage Amt. Ilandling 1.Basle Tex TP-594 r 2.Additional Tex Notallon Sub Total fit-S217(County) Sub Total SpaeJABA Or BA-5217(Slate) a Spee./Add• ,. ILP.T.S.A. � TOT.W, W.TAX Dud Teavtt -puss County Comm.of i3d. S Q2_ Held for AppotUonnka�t AMdavit _ Transfer Tax Mans Tax Codified Copy The men covered b This mortgageis or Reg.Copy will be Improved by a one or t am lly Snb Tdal dwelling only. 01her __ YES or NO BRAND TOTAL ICHID,sea appropriate tax ehuu on Page d of this lndmment. Real Pro,tedyTax Sa+vice Agency Vaincatiot+ ti 1 Community Preservation Fund P ` I)W. Section Btedt t.nt i Conxiderntivrs Arnaunl SLepS-O Ca CPr•'I'ax Due S c�a5 1� Improved tnitisls '1 Vacant Land r SaliafadiotdDischerges/Reteases List Pro city Owners Mailing Address TD RBCORO&RETURN TO: •rD TD �o �X• /h/GG E Tit�ie Company an Information me S7PRCT� iJC . /- —0/� 9 Suffolk County Recordln &Endorsement Page 11us page ftttnn(tart of the sUgdml (SPCAPY•IYPIiOF INS-IRUMMr) The myna herein is sittWed in SUIT•OLK COUNTY,NEW YORK. TO In the Towruhip of:!a ,G.oPE� In the VILLAGE of HAMLET of 130XB 5 71iRU 9 MUSr DE TYPED OR MINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (OVER) i t Yudud N.Y.a.T.n.romMI—Ruagn ud Silo Or*),w6h Co.a+>nf zy:m C-antor's.t b-1W6L ml w G"pnnton 16neg Oftb COKSULT YOUR LAVYIIF.R MORE SiGNL4G THIS IKSTRG:�pF.l\A"r-THIS INSTRUNIENT SHOULD BE USED BY LAWYERS ONLY. THIS LVDEN TUBE.made this/ day of March,two thousand and one BE WEEN NF MANAGEMENT,INC.,residing at 60 Ida Lane P.O.Box 696 Aqu6ogue,NY 11931 party of the first part,and EDWARD G.I OPER,JR.&JENNIFER U.LOPER. being worried to each otter.residing at P.O.Box 249.Orient,N1 11957 �.o ��•�*--�-�'�i`a te party of the second part, W1TA'ESSETH.that the party of tbe:first part,in consideration of ten dollars and other valuable consideration paid by the parry-of do.,second part,does hereby grant and release unto the party of the second pan,the heirs'or successors and assigns of the party of the second part forever. ALL that certain plot,piece or parcel of land.with the buildings and improvements thereon erected,situate,tying and being at Orient.Town of Southold.County of Suffolk and State of New York,bounded atul described as follows: SEE SCHEDULE"A"ANN.r1F1)HERETO. BEING AND INTENDED TO BE the same premises described in the deed of the parties of the first par herein by deed dated 8/14/2000,re-corded in the Suffolk County Clerk's Oflie.'e on 8129/?.00O,in Libor 12066,Page.810. TOGETHER with all right,tide and interest.if any,of the pony of 4tc first pan in and to any streets and roads abutting the above described pit-noises to the center lines thereof;TO(.L+THER with the appurtenances,and also all the estate and rights of the party of the first par in and to said prenttises:TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the-heirs or successors and assigns of the party of the second part forever. AND the parry of the first pan covenants that the party of the.first part has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid. AND the party of the first part.in compliaoce with Section 13 of the Lion Law,covenants that the party of the first part will receive flu.-consideration for this'conveyanc a and will hold the right to receive such cotuidcraden as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture:so requires. IN WITNESS WHEREOF,the:party of the first part has duly executed this deed the day and year first above written. 1N PRttSp.NCE OF: NF IMANA(ENIENT,INC. 01• By: r Raymond Dickhoif.President I TITLE NUMBER:641-S-01073 Amended 318101 SCHEDULE"A"DESCRIPTION ALL that certain plot,piece or parcel of land,situate,lying and being at Orient, In the Town of Southold,County of Suffolk and State of New York,known and designated as Lot No.59 on a certain Map entitled,"Map of Orient By The Sea, Section Two",situate at Orient Point,Town of Southold,Suffolk County,New ► York,owned and developed by Woodholiow Properties,Inc.,#3 Glen Lane, Glenwood Landing,New York,Otto W.Van Tuyl and Son,Licensed Land Surveyors, Greenport,New York and filed in the Office of the Clerk of the County of Suffolk on October 26,1961 as Map No.3444,said Lot being more particularly bounded and described as follows: BEGINNING at a point on the westerly side of Ryder Farm Lane distant 453.85 feet northerly from the corner formed by the Intersection of the northerly side of Park View Lane with the westerly side of Ryder Farm Lane; THENCE South 88 degrees 26 minutes 00 seconds West 150.00 feet; THENCE North 01 degree 34 minutes 00 seconds West 140.00 feet; THENCE North 88 degrees 26 minutes 00 seconds East 150.00 feet to the westerly side of Ryder Farm Lane; THENCE along the westerly side of Ryder Farm Lane, South 01 degree 34 minutes 00 seconds East 140.00 feet to the point or place of BEGINNING. TO AF IISVD ONLY WtIEN TFILAC tNOWLOGAIENT IS MA IN Nzw QRt:STATE SPATE OF NFW YORK,COLT Ptr OF SUFFOLX SS: STATE OF NKW YOR5 COUNTY OF SQFF01.K SSr On the 12�day of March in the year 2001,before me,the On the day of March in the year 2001,before me,the undersigned,a Notary Public in and for said State,personally undersigned,a Notary Public in and for said State,personally appewd appeared RAYMOND DICKHOI•F personally known to me or proved to me on the, basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(k)is satisfactory evidence to be the individual(s)whose name(s)is (are)subscribed to the within insuument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that helshehbcy executed same in hislhcrhbcir me that he/sbalthey executed 'saaw in his/her/their capacity(ies). and that by his/her/their signature(s).on the capacity(ies). and that by his/her/their sigwtture(s) on the instrument, the individual(s), or the person upon behalf of instrtnnent, the indiAdual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. t which the individual(s)acted,executed the instrument. (s'tgttatum and office�therson taking owicdgmcm) (sigttature and office of the person taking acknowledgment) DEBORAHOMy Mrlary Puft SWOof Now Yatk . �'-+W—M94M-$L*mCot�iy t?o,terrssfpt Expires FeDnrarYe4.�QD2_ D1S'I'. 1000 Bargain and Sale Deed SECTION 015.00 Wrrn CoveNAhm Ac uNsr G"%rrOR'S ACTS BLOCK 04.00 TITLE NO. LOT 006.000 COLIN OR TOWN Suffolk/Sottnc�+ld ?SF MANAGEMENT,INC. Rr'txraoro AT Rugjrbr or TO Rt-UN BY MAIL To: EDWARD G.LOMR.JR. (h JldNhIFER M.IA!'ItR. Rudolph H.Bruer.Esq. being married to each other Maio Road P.O.Sox 1466 Southold,NY 11971 - O ul Q. rn N WNQy�0 worn 4 W W Premises to the West known as: Main Road, Orient NY 11957 District 1000 Section 015.00 Block 02.00 Lot 017.006 Grantor: Frances Costible, as to her 63.60% interest, and Anthony Costabile, as to 36.40% interest Grantee: Amelia's Sound Properties, Inc. Dated: 3/7/2002 Recorded: 3/29/2002 Liber: 12177 Page: 55-1 Grantor: Frances Costible, as Trustee under Article FIFTH of the Will of Marion D. Fitzsimmons f/b/o Allison Pfannenstiehl (f/k/a Allison Costabile), as to 36.40% interest Grantee: Frances Costible, as to 'h of the Trust's 36.40% in and Anthony Costabile, as to Y2 of the Trust's 36.40% interest, her husband, as tenants in common and not as tenants by entirety Dated: 12/9/2001 Recorded: 12/13/2001 Liber: 12158 Page: 264 Grantor: Frances Costible, as Trustee under Article FIFTH of the Will of Marion D. Fitzsimmons f/b/o Susan Costabile, as to 36.40% interest Grantee: Frances Costible, as to Y2 of the Trust's 36.40% interest, and Anthony Costabile, as to '/2 of the Trust's 36.40% interest, her husband, as tenants in common and not as tenants by entirety Dated: 12/9/2001 Recorded: 12/13/2001 Liber: 12158 Page: 263 Grantor: Frances Costabile, as Executor of the Last Will and Testament of Marion D. Fitzsimmons Grantee: Frances Costabile, as to 27.20% interest, Frances Costible, as Trustee under Article FIFTH of the Will of Marion D. Fitzsimmons f/b/o Allison Pfannenstiehl (f/k/a Allison Costabile), as to 36.40% interest, and Frances Costible, as Trustee under Article FIFTH of the Will of Marion D. Fitzsimmons f/b/o Susan Costabile, as to 36.40% interest Dated: 12/9/2001 Recorded: 12/13/2001 Liber: 12158 Page: 262 Grantor: Janet T. Swanson Grantee: Marion D. Fitzsimmons Dated: 1/3/1994 Recorded: 1/26/1996 Liber: 11760 Page: 121 Grantor: John J. Fitzsimmons and Marion D. Fitzsimmons, his wife Grantee: Marion D. Fitzsimmons Dated: 10/1/1973 Recorded: 10/25/1973 Liber: 7517 Page: 41 8 v.•a,u.. r. r....,.w:nev n a a.m+•.d pr.wr.,„�n......... e 7517 FACE 41 CONSULT YOUR,LAWYEI BEFORE SIGNING THIS IHSTRUNLHT.THIS INSTRVMEHT SHOULD at USED BY LAWTEEs oNIT THIS"INDENTURE,matledte 1st dayof 6-tobar ,ninelcen hundred and seventy-three BETWEEN n JONN J. FITZSIMMONS and MARION D, FITZS111MONS, his wife, both / residing at 69 Westgate Boulevard, Plandome, New York, party of the first part,and ' MARION D. F7TZSIMi•?ONS, residing at 69 Westgate Boulevard, Ylando.-.1, New York, party of the second part, WITNESSETH,Ili-it dtc party of the first part,in consideration o! TEN. ($L0.00) dollars, n . la,rlultnnneyof the United States,and other goo•:T and valuable consideration Paid' Jv/h by the party of the second part,dots hereby grant and release unto the party of the second par,thr heirs or successors and assigns of the patty of the second part forever, ALL that certain plot•piece or parcel of land.+vith the buildings and improvements thereon erected,situate, Iying and being lox*at Orient, Town of Soutliold, County of Suffolk and State of New York, bounded and described as follows:- BEGINNING at a point on the northerly side of State ROad (,fain 4ighway) where rile same is intersected Sy the twesrerly side of land conveyed by Charles E. Ryde•r to Woodhollo.4 prooertias, Inc. by deed recorded in Liber 4472 cp 413 and ,from said point of beginning running thence along cl1e northerly side of State Road the following courses and distances: • (1) South 60 degrees 47 Minutes 50 seconds West 236,29 feet; (2) South 62 degrees 30 minutes 00 seconds West 236.71 feet; thence North 13 degrees 03 minutes W'sr 110 feet; thence SO•.Itll 72 degrees 30 minutes West 82.50 -feet; thence South 2 degrees 18 min- utes East 132 feet to the northerly side of said State Road; running thence along the northerly side of said State Road South 63 degrees 13 minutes 30 seconds '.Jest 71.68 feet to land now or formerly of Irving C. Latham; running thence alo:Ig said land North 2 degrees 18 minutes 00 seconds West 2698.35 feet to the Long Island Soand; running thence easterly along the same the following two tie lines: (1) South 85 degrees 40 minutes 00 seconds East. 200 feet; (2) North 79 degrees 03 minutes 20 seconds East 225.15 feet to land now or formerly of E. S. Millis; running thence along said land the following courses and distances: (1) South 1 degree 34 minutes 00 seconds East 260 feet; (2) North 88 degrees 26 minutes 00 seconds East 200 Feet; running thence along said land and alongland of said woodhollov Properties,, Inc. South 1 degree 34 minutes 00 seco.ids East 2163.75 feet cc the northerly side of State Road-at the point or place of 8EGINNING. SUBJECT to a right of way running from the Main Road to the land now or formerly of Eugene J. McDonnell over the easterly twelve feet of the premises hereinabove described. Y REAL ESTATE ,--V- STATE W k s TRANSFER iAX,Fyj.,_al•:=NEW YORE P-01 cif ... .111: _C .. ,� LF•rt+ ec.•ev y .11.i:.3 7517 PACE 42 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roods abutting the above described premises to the center lincb thereof, TOGETHER with the appnrtrnanrrs and all the estate and rights Of the party of the first part in and to said premises, ,TO HAVE AND TO HOLD the premises herein granted unto the party of dse second part,tic heirs or \ successors and assigns of the party of the second part forever_ AND the party of the first part covenants that the party of the first part has not done or suiTcrcd anything whereby rite said premises have been inctrirbered in any way whatever,except as aforesaid. AND the party of the first pan,in compliance with Section IJ of the Lien law,covenants that the party of the first part will receive the consideration for this conveyance and will hold ilia right to receive such consid- eration as a mist fend to be applied first for the purpose of paying the cost of the improvement and will apply die same first to the payment of the cost of the improvement before using ally part of the total of die same for any other purpose. The word"pany"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the parry of the first pan has duly executed this deed the day and year first above written. 1 It; Pars&Vet or: r (L.S.) A lJq.h J/ F zsi-eons s/Marion D. Fitzsimmons LIMM f PACE 41 SYATr OF Nrw TOEK,coUNrY OF QUEENS SS: STATE OF NEW TOOK.COUNTY OF On the is t day of October 1973 before me On the day of 19 ,before me personally came JOHN J. FITZSIM 40NIS and personally came NARION D. FITZSIMIONS, his wise, to me known to be the.individual S described in and who to me kr+own to be the indisidual described in and who executed the foregoing instrument,and admowledged that executed the foregoing instrument,and acknowledged that they executed the same. / exeeuttd the same. 1 — Ie Nc4nY 7.Klfq'r.:t NCary N�e•51• •• .r� Calls.t+. ,Ar. I : STATE OF NEW YORK.COUNTY OF SS, STATE OF NEW YORK.COUNTY OF SS; On the day of 19 ,before me On tilt day of 19 ,Wore me personally came personally came to me known,who,being by me duly sworn,did depose and tilt subscribing witness to ale foregoing instnlmcnt, with say that he resides at No. whom I am personally acquainted,who,being by an:duly swum,did depose and say that he resides al NO. that he is the abbot he knows of the corporation dcsthat he to be the individual in and which executed the foregoing instrument;the s blot he Mows the seal of said corporation: that the scat affixed described in anti who executed the foregoing Instrument; to said instrument is such corporate seal;that it was so that, he, said subscribing witness, aas present and saw affixed by order of the tward of directors of said corpora- execute tine same;and that . he,Said Wimcss, tion,and that he signed h name thereto by like order. at the same time subscribed It name as witness thereto. i Nargain and badk,Beed %Vrsll COVENd NT ACAINV GRANTox's Acas Srr.TtON / TITLE x0, e 'f� �:-lrJul-I.7.',1Y Nl.tll'.R JOIN J. FITLSJKIJON and MARION `i`b�m of Southold D. FITZSIMMONSI,phi.s wife, cooxrv«ocrmlec Suffolk h%RION D. FITZSIKAONS RrrorJrd an Requal It Hot+c Tint Minn.. CIIICAGO'rITLE INSURANCE COMPANY Rnusn by NWI to StAKOARO TORN Of REV TORE EOARO Of III I[O wuvlllw Dixtriburetf by' ' Winne & McDougal 89-31 151st Street 110M1E TTITLE DIIVIstO1V Jamaica, N. Y. 11432 CHIGAGO TITLE irmov11RANCE COMAATY Yip So ri r—s ` r✓ o C N Y r r Yl r.=` r o o in -Joc`ja ^ O lu Erg W C]W I w 6 N h V W u ItO=S TKRU 9 MUAT BtUM OR HUNTIM IN BLACK— —nNIXItWOA to �t✓ j t(-1 9MLKCOUNTYCLEAIK : KULU 760 %121 Nr�barrf `R HSTAM 6 jm 26 PH 12108 dANN so 191b c1Ya�;)?.raMi�l'IE saw# TRABUPTAX SUFfOL ER C1.L GF K '&TY c.,yubater UNry 0 tt�ed Mntttaea wtnraa,t Dew r mmisp Tu%taeo t mas rwM �lrWettM AleelW�Aat. _--=-- th was Trrw1 L IOWMA - HMO" 84 M tA•ul7 tce"11) M Tetel .....[J.....�..... L tpKdA" - XA4217 Wua) _ TOT.MM TAX 0 - • • Traef6nTee AMA* Carttatd Ovy TM ptopfttr coarKl y tbla�wttegp ber ulii be WproW bra oreortwe mm copy Lit-.� �b r awy. Other ' GRANDTOTAL,�,I ,.�, 1tN0.aaaoppwpddBtUdMw1w pogo eKtbhw"No" p left,"1 Raul rtapaty Tn aardee Army Vtdavalm Twe ce"w ww"O e o Ev 717— /7.dtj5' c trNe.a ri><rCuu�BYt Cbwk_�charok.— o�q r .�. P.t or. E SG! t is 7 r 10 ow ,� s RECORD a IUtTURN TO 9 Suffolk County Recording & Endorsement Page Tm page tortes part of the atisetmi ..,. xa.16.2d= made byt (Deed,Mo"SW.90.) r,N e-f • ..5 w 4 J S O AJ.®® The prembu herein 4 attested to SUMLtt COUNTY,NEW YORL TO .o.. to the TOWN of .�--- � � In the.W.LAGE ,M t-A_,,,n! Xt E���oy -�gr.� or HAMLET of� � Doha KTitTa. pd-�a anmw. e0MMY VM MYMD r1PM fit41WIN TM INMUMA"T 7 stets 'Non W.w t tMv b$ ugo eY tAWVM why THIS INDBMUIr, mccle tho 3 day of January ,nineteen hundred unit ninety-four JANET T. SWANSON► �Q.f�t1� `/`� �j► �`r" ! NR i�j party of the tint wt+,anti WION D, /ITLSINNONS, / g U y ?4,&--, n/- party of the Klnitd pan, 4!rZT($8`=I, that the mrt of the first w1,In ronslde►ctduu of r; d y 1 Can dollars (410,00) i' lawlul money of the Unital8taln. to her paid by the party of the second part,dots hereby remise,release and yultrladn unto ilia puny of the second part, i the heir►or tuct tton and aulgns of Ilia party of the wand part forever, r, i G !1 SCE "SCHEDULE A" ANNEXED IIRRETO G � I i• I t� r` . xOC(4Tf16ft with all right,title and Interest.If any,of tht party of the first part of,In and to any su'eaU and math abuu{ng the Above•de+cr{bnt premises to silt center tine therooL i ML-f'ffall with the appurtenancm unit all the mate and rlglta of the pwny of the lint part In and to i +aid premier+, TO NAVB AND TO HOLD the premhes herein granted tnuo the party of the second part the hole or ,ucctuore and soigne of the party of the+slump part forever. f b }k t 4. , R•. pt :i i e. AND the party of the lint part,in compliance with Section Ig of The Lion Law,hereby cMnanu thol the party of the hilt poll will receive the consideration for this conveyance and will hold the right to recelvosuch p consideration as a bust fund to be applied first for the purpow of paying the coat of the Improvement and I will apply the same fint to the payment of the coat of the Improvement before using any part of the total of j the isms for any other purpose. The wort "party" shall be comrrued as If It road "µ riles" whenever the +en+e of thlo Indenhm so requires. 1N W171MS W11$RROV,Wr party of the Pitt part itoa duly executed this deed the dapand year An%abovtt wrluen. l� fat rttxsance or: C• {I n S {' JrS. 8 ANSON r� - bTATB Of MW VOM 80WM Of .SUFFOLK PA Aft"49 t(W"A 80tlM OB �t Oa tht -'4Ld--dep of JAouarY 19 94 ,halorr me On the day of 19 ,bafare ma try cum ply ormn JANET T. BNAN°OH, to hna knawa to bi the hedivk hul dastaibcd in and who to me bwft to be the lndlvldud doawibad In and who a' oraroing Intuumank mW ad nowl4diod that =001ted asagire Ong t, and edmowladpd that ahs i a,ilri i t�Olsa aYesa not tubli.li7� ' No ,Public acme i� tRATt 9}Nt{Y9 Yt1Q>4 OOYttTY op nh tTATO OP q[1M YOtlf,0Otl1tTY W >Nh the the &J,of l9 ,bolo»mo On the day of 19 ,Won my pperaooally coon ppaereoaelly oms to=knaten,gab,Dai tW me duty rwotn,did depose and the aubsalbbhR vAtnas to the loragoloa butrumeW, with i? ay that he tutida at i�o. whom I am personally aoqutlnted,w bd by me duly I etrarn,did depaes and xty that he real a a No. that he Is the of that he knows the enrporadon deuAbad In and whkh ataeutad the lotr"-inurumsott that lea to be the Individual krom Ott aul of ettd oerporstical But On wit aMxed deeeribed to and who exantted the fanyolna Insttummal i io old instrument Is such corporate east I that It was an that he, slid rebaerioiry witness, area present and aw aftel by otdar of the board of dlraiota of old corpora. exaeutt the am I and that be,aid wltttae, 'A. tlog end that be dgaW h tams tbereto by like otdar. at the isms tim eukoibod h asms u witness thereto . r r �utttlAtm 7�ee8 ucnoN 013.00 TITL t N0. tu.oex 02.00 JAl1E't T. °1lAH°ON WT NO 017,005 TO OOUNTY OR TOWN °OtnitOLD idA1tLOH D. FITl°IH?fONB Rswrsaa m Is"W CHICAW Tnu INWRANCK COMPANY fIBAlII ItOL t Clg ltl�EPIf1R®l illtf move t eau Is #' Darhilthteel tyr GEORGE F.RICE,ESQ. P.O.BOX 710 ROCKVILLE CENTRE,NY 11571 l u 1760 R121 so== .A -- 8mmolf = A XI data ALL that certain plot, piece or parcel of land situate, lying, and being at Orient, Town of Southold, County of Suffolk, and State of New York being known as a portion of a 12•foot-wide -right-of-wa to be abandoned, said right-of-way being bounded and described RD follows: BEGINNING at a point situate the following courses and distances from a point on the northerly side of Main Road (NYS Rte. 25) that is the southeasterly corner at lands of Marion D, Fitzsimmons and the southwesterly corner of lands now or formerly of. Stephan A. Kelemanj 1, North 10 degre®u, 13 minutes, 10 seconds West, a distance of 103.10 feet; 2 . North 1 degrees, 34 minutes, 00 seconds West, a distance of 178.82 feetr and 3. North 68 degrees, 26 minutes. 00 seconds East, a distance of 113.00 Peet) AND RUNNING THENCE, from said point of BEGINNING, the following courses and diotancost 1. North 1 degree, 34 minutes, 00 ®®conds West, a distance of 1,599.93 fostl 2. North 88 degrees 26 minutes 00 seconds East, a distance of 12.00 feat to the southerly boundary of "Marion Lane"; 3. South i degree, 34 minutes, 00 seconds Bust, a distance of 1,599.93 foot to a point) and 4. South 88 degrees 26 minutes, 00 seconds West, a distance of 12.00 feet to the point or place of BEGINNING, IT I9 the intention of the parties hereto that. the aPorenaid described portion of right-of-way shall be extinguished and abandoned, and that the grantor (Janet T. Swanson) shall hereafter enjoyy a different right-of-way across the property of the grantee (Karion D. Fitzsimmons) to Ryder Farm Lane, as ouch right-of-way is **t forth in a separate deed from Marion D. Pitmsimmons to Janet T. Swanson, dated July 30, 1994, and recorded in the Office of the Suffolk County Clark. ; I lllllll illl lllil IIIII Illll i!I!I illll Illll Illll 1111 Illl I III III IIIII IIIII IIII lloi SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 12/13/2001 Number of Pages: 4 At: 02:26:20 PM TRANSFER TAX NUMBER: 01-18494 LIBER: D00012158 PAGE: 262 District: Section: Block: Lot: 1000 015.00 02.00 017.006 EXAMINED AND-CHARGED-AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO EA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $5.00 NO Cert.Copies $4.00 NO RPT $15.00 NO SCTM $0.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $76.00 TRANSFER TAX NUMBER: 01-18494 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County 12 1 Number of pages RECORDED TOARENS -not Dec 13 02:126-t30 OM Edward F.Rvnaine C.F111C SF Serial 5lt:FO:Y CWHsIr', L D00012158 ertilfpte N P 262 Prior CIL N ( DTir 01-18494 Deed/Mortgage lostrument teed/Mortgage TeK Stamp Recording!Filing Slamps FEES Page/Filing Fes Mortgage AInL Handling 1.11as1e Tax TP-S&t I Additional Tax Notation Sub Total EA-52 17(Candy) Sub Total SpwJAs dL Or EA-5217(State) Spec./Add _. R.P.TaA. 1..0 00 -'oA� TOT.MTO.TAX _ Comn.of FA 5 QQ__ Dual Town Dual County_ If Fteld for Apportlonment Affidavit r. ., Transfer Tax Certlfred Copy Z 1 Mansion Tex JJ � The property ocoveredbby this ort two t ur 11 Reg.Copy will be improved by o one or two family Sub dwelling only. Other __ YES or NO GRAND TOTAL '&'/ If NO,ace appropriate tax clause on page N F^r ofthb Instrument. Real Poverty Tax ServicoAgeneyVerification ti 1 CommunitX PreservnjiQU Fund DIsL seetion Biedt Lot Consideration Amount ODo 013.O D 02.00 17.00t CPF Tax Due 0 Wtdza3o Improved Itutialatgf> Vacant Lead 7 Satisfactions/Dischnrgcs/Relcases Liat Properly Owners Mailing AddressTD RECORD R RILTU TO: TD George F—Rice, Esq. .M Spellman Walsh, Rice SChure & Markus 229 Seventh Street P.O. Box 7775 Garden City, NY 11550-7775 Fs Title Company)information Co. me Blackstone Abstract Corp. Title NNe - 9 Suffolk County Recording&Endorsement Page this page forms part of tale attached Executors Deed made by: (SP:MT TYPE OF MMRUME M-) Francis Costabile as Executor of the Oh D. IfItZISIM1110118 Ilsepteatises herein issiltttttedin SUrFOIX CDUNFY,NEW YORK. TO hi the Township of Southold Frances COstabile, Frances Costabile as trustee fbo Allison Pfannenstiehl In the-VILLAGE Frances Costabile as trustee fbo pr F(pri(gTof Orient anann Costabile-gr9.nC� rnStghil.e 37.20)e NOXES 5 THRU 9 MUST BE TYPED OR PRINI'F,D IN BLACK INK ONLY PRIOR TO RIMMING OR MING. t/O CONSULTYOUR LAWYER BEFORE SIGNINGTHIS INSTRUMWff.7HIS INS7RUM&ff SHOULD BE USED BY LAWYERS ONLY THiS INDENTURE,made the q+"—day of December,2001, BETWEEN FRANCES COSTABILE,(Nor«)Main Street,P.O.Box2097,Setauket,NY 11733,as executor of the last will and testament of MARION D.FITZSIMMONS.late of 7 Watson Lana,Setauket.NY 11733.deceased (as to 33.1 acres),party of the first part and FRANCES COSTABILE,(No 9)Main Sheet,P.O.Box 2097,Setauke%NY 11733; FRANCES COSTABILE,as Trustee of bust under Article FIFTH of the Will of Marion D.Fitsslmmons ONO ALLISON PFANNENSTIEHL(gWa Allison Costablle),(No#)Main Street,P.O.Box 2097,Setauket NY 11733; FRANCES COSTABILE,as Trustee of trust under Article FIFTH of the WW of Marion D.Fitzsimmons fPo/o SUSAN COSTABILE,(No#)Main Street.P.O,Box 2097.Setauket NY 11733. i as tenants in common In the following percentages: FRANCES COSTABILE-27.20%(or 9.0032 acres); FRANCES COSTABILE,as Trustee of bust Ybfo ALLISON PFANNENSTTEHL-36.40%(or 12.0454 acres); FRANCES COSTABILE,as Trustee of bust tWo SUSAN COSTABILE-36.40%(or 12.0454 awes), party of the second part, WrrNESSETH,that the party of the first part by virtue of the power and authority given in and by said Iastwill and testament,and in consideration of$0.00 dopers,paid by the party of the second part,does hereby grantarxl release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,Piece or parcel of tend,situate,lying and being at Orfent,Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described as follows: BEGINNING at a pant on the northerly line of Meln Road(NYS RL 25)at the intersection tonned by the northerly line of Main Road(NYS RL 26)with the westerly Tme of lands now or form"of Kelamen sold point and place of beginning being a distance of 615.06 as measured along Ole northerly One of Main Road(NYS Rl.25)to a westerly direction from the Intersection forted by the westerly line of Ryder Farm Lane with the northerly One of Main Road(NYS RL 25); RUNNING THENCE from said point and place of beginning inawestery direction atong the northelry line ofMaln Road(NYS RL 26)south 60 degrees 47 minutes 60 seconds West a distance of 126.29 feet to a point THENCE South 62 degrees 30 minutes 00 seconds West a distance,of 229.38 feet to a point and lands now or formerly of Tsivourakle; THENCE along lands now or formerly of Tsivowakis North 13 degrees 03 minutes 00 seconds West a distance of 108.20 feet to a point; THENCE South 72 degrees 30 minutes 00 seconds West a distance of 82.17 test to a point; THENCE South 02 degrees 18 minutes 00 seconds East a distance of 130.17 feet to a point and the northerly One of Main Road(NYS RL 25); THENCE South 63 degrees 13 minutes 30 seconds West along the northerly One of Main Road(NYS RL 25)a distance of 02.57 feet to a point and lends now or formerly of Rozansky; THENCE North 02 degrees 18 minutes 00 seconds West along the easterly One of lands now or formerly of Ravansky a distance of 2698.36 feet to a point and the mean high water mark of the Long Island Sound; THENCE along the Tines along tie mean high water mark of the Long Island Sound South 85 degrees 40 minutes 00 seconds East a distance of 200.00 feet THENCE North Be degrees 00 minutes 00 seconds East a distance of 222.21 feet to a poloI and lands now or form"or Janet T.Swanson; THENCE along lands now or formerly of Janet T.Swanson South 01 degrees 34 minutes DO seconds East a dlatance of 251.87 feet to a point THENCE South 88 degrees 28 minutes 00 seconds East a distance of 200.00 feet to a point and the westerly line of lands now or formerly of Janet T.Swanson and D.I.Abbott; THENCE along the westerly One of lands now or formerly of Janet T.Swanson and D.I.Abbott and along the westerly One of a certain map entitled'Orient by the See,Section Two'filed in the office of the Suffolk County Clark as Map Number 3444 South 01 degrees 34 minutes 00 seconds East a distance of 1831.93 feet to a point and lands now or formerly of Keleman; Standard N.Y.B.T.U.Form Wo-Fxeoulors Deed-Wam Ackv VM dgmem Form 3307 THENCE South 88 degrees 26 minutes 00 seconds West a distance of 126.00 feet THENCE South 01 degrees 34 minutes 00 seconds East a distance of 178.82 feet to a point; THENCE South 10 degrees 13 minutes 10 seconds East a distance of 183.10 feet to the point and place of ,BEGINNING. BEING and Intended to be the some premises conveyed by Deed dated December 6.1861and recorded In the Office of the Suffolk County Clerk on December 7,1961,in Liber 5083.Page 117. TOGETHER with all right,title and interest,if any,of the party of the first part,in and to any streets and reeds abutting the above described premises b the centerlines thereof.TOGETHERwith the appurtenances,and alio all the estate which the said decedent had at the time of deeWenf s death In said premism and also the estate therein,which the party ofthe first part has or has power to convey ordispose of.whatimindividualiy,orby virtue of seldwill or otherwise;TO HAVE ANDTO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid. AND the party of the first part in compliance with Section 13 of the Lien Law,covenants thatthe party of the fast part will receive the consideration for this oonveyance and will told the right to receive such consideration as a Mist fund to be applied first for the purpose of paytng the cost of the Improvement and will apply the same fast to the payment of the coat of the Improvement before using any part of the total of the same for arty other purpose.The word'party'shall be construed as N it read parties'whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the parry of the first part has duly executed this deed the day and year first above written- IN PRESENCE OF: t�`i��i ��► ,[� Frances Costablie,as Executrix of the Estate of Marion D.Fitzsimmons,deceased TO SE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Suffolk as: State of New York,County of ss w On the day of December. In the year 2001, On the day of In the year before e,the undersigned,personally appeared before me,the undersigned.personally appeared FRANCES COSTABILE• personally known to me or proved to roe on the beshs,of personally known to me or proved to me on the basis of sousfac"evidence to be the Indiv)dual(s)whose name(s)is satisfactory evidence to be the Indivlduat(s)whose name(a)Is (are)subsaibedtothewkhdninstumentand acknowledged tome (are)subaatbedtothsewahIn Instrument and acknowledged tome that he/aheAhey executed the same In hisnhernheir capee7y(les), that hefshaftey executed the same In hlsiberNteir capadty(les), and that by hiafhernhelr signature(s)on the Instrument,the and that by histherftir signatures)on the Instrument,the Indfvlduat(s),or the person upon behalf of which the Imllviduat(s). Indivtdual(s),or the person upon behaff ofwhich the Individual(a) acted•executed the Instrument. acted,executed the Instrument. (algnature and offs hd�ng dbknr#W9manQ (signature and o9tce of Individual taking adaowtedgmenU GEOROU "cloy Pubrk.St of Now loch No.08RI@00ft e ftMrN �MENT IS MADE ou VC NEW YORK STATE State(or District of Columbia,Terdtoly,or Foreign Country)of rs: On the day of In ire year before me,the undersigned,person*appeared persarrety known to me orproved to me oaths basis of eatisfacory evidencetobe the Individual(s)whose name(a)is(sre)subscrPoed to the within Instrument and acknowledged to me,tot helsheMW executed the same In hiaAodlheir cepacity(tee),and that by tdalhedtheir signature(s)an the hnetrumwd,the individual(s).or the person upon behalfof which the hKlIvhdual(s)acted.executed the Instrument and that such Individual made such appearance before the undersigned In the in (amen iM City or bduer pW=I aubdMislon) tand Insert the State or Country or other place the sdufoM 99mem was taken) (signature arw We of iximual taking aairw fttj lboo SECTION 15 BLOCK 2 17.8 EXECUTOR'S DEED LOT COUNTY OR TOWN �TN)e No. �/� �`7�C7 Suffolk T AIDD STREE ADDRESS Main Road,Orient,NY Recorded at Request of COMMONWEALTH LAND TMF INSURANCE COMPANY 3TANDARDFrnnror•Newvams BOARD Dr<WMUN09RWFJIM RETURN BY MAIL TO: Distributed by George F.Rice,Esq. Commonwealth Spellman Walsh Rice Schure d Markua,LLP 229 Seventh Street,P.O.Box 7775 Garden City.NY 11830.7775 - •6.w.w.V:.a+eroar Curpta.Mwh.•nr L'vbTMX bWAARM(UxrvrT ReSERVE7HIS WACH Pon USE OF RECORDOw OFIRCe 0 n S f Ifflllf lfli lllil!llll Illfl llfl!fi1li llfll flllf fill lf!! I lflllf lifll!IIlf llll llll SUFFOLK COUNTY- CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 12/13/2001 Number of Pages: 4 • At: 02:26:20 PM TRANSFER TAX NUMBER: 01-18495 LIBER: D00012158 PAGE: 263 District: Section: Block: Lot: 1000 015.00 02.00 017.006 EXAMINED AND CHARGED AS FOLLOWS . Deed Amount: $637,000.00 Received the Following Fees For Above Instrument Exempt Exempi Page/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO EA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $5.00 NO Cert.Copies $4.00 NO RPT $15.00 NO SCTM $0.00 NO Transfer tax $2,548.00 NO Comm.Pres $11,240.00 NO ' Fees Paid $13,864.00 TRANSFER TAX NUMBER: 01-18495 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County � 1 2 1 Nundur of pages RECORM TORRRNS M- 1 Doc 13 02.26:20 Ftl Eduard P.Romains Serial H CLERIC W StF'FMX C 34N L 800012158 Ceniliratc R P 263 OTi 01-12495 Prior QG 9 Deed I Mungago Inatrumont lxal/Mongego Tax Stomp Recording 1 Filing Stamps q FEES Page/Filing Fee Mortgage Am Handling 1.Bask Tax 'IP-594 2.Addhiooal7'ax Notation Sub Total EA-5217(County) Sub Total Spcc/Anti. or rsA•5217(State) - Spec./Add. RP.T,Sr1. Ifir_ OP TOT.MTG.TAX _ Comm of FAS QQ- Dual Town_Dual County Apportionment �-t-4— Afridavlt • Tmnafcr Tax Certified Copy q1fN0. x y covered by this mwtgagc isis tK Reg.Copy r1�j willproved by a one or two family �- Sub Toml only. Other S arNO ' GRAND TOTAL _ eppraprtete lax clause on page flhis lusaumcnt. Real Property Tax Service Agency Verification 6 Co unity Preservation Fund Dist, section Block Lot Conslde n Amount S f337,QD O O 0160 J 0204J M7.00f, CPF Tax bus $ 2.Z240„_ Rde f2��-0/ Improved In 31j Vacant Land X _ T 5alisfactloas/Dischorges![talcases List Property Owners Mailing Addles. TD �JL RBCOUD is RETURN TO: 'I'D ( George F. Rice, Esq. TD Spellman Walsh, Rice Schure fk Markus - 229 Seventh Street P.O. Box 7775 Garden City. NY 11530-7775 8 Title Company Information Co.Name' Blackstone Abstract Corp. Title# - 9 Suffolk County Recordin &Endorsement Page VWS par tams PW of the attadw DEED made by: (SPEQFY TM OF RLS=MENr) Frances Costabile as Trustee 7hepsemiseshereinissittrelalirt tbo Susttn Costabile as to ub.suw SUFTOI:.KCOUNIY NEWYOMC. TO In the Township of Southold Frances Costabile & Anthony Costabile,unthe VILLAGE (Frances as to 1/2 of the Trust 36.40%orHAMLsrof Orient BOXES 5111RU 9 MUST BC;7 TED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDINO OR FILING. `y CONSULT YOUR LAWYER BEFORE SIGNIN"ISW$TRUMENr.THtaINMUMENT SHOULD 06 USED BY LAWYERS ONLY THIS INDENTURE,made the F'4- day of December.2001,— BETWEEN FRANCES COSTABILE,as Trustee of trust undwArtideFIFTH of the Will of Marlon D.Fitzsimmons Wo SUSAN COSTABILE.(No#)Main Street.P.O.Box 2007.Setaukek NY 11733.as to the Tnust'a 36.40%(or 1ZO484 acres)interest in the total 33.1 acre parcel, patty of the first part,and FRANCES COSTABILE,(No#)Main Street,P.O.Box 2097.Setauket NY 11733,and ANTHONY COSTABILE, her husband,(No#)Main Street,P.O.Box 2097,SetaukeL NY 11733.as tenants In common and not as tenants by the enttrety;In the following proMtlo— To PRANCES COSTABILE-One-half(H)(or 8.0242 awes)of the Trust's 38.40°/6(or 12.0464 acres)interest in the entire 33.1 acres; To ANTHONY COSTABILE-One-half CA)(or 6.0242 acres]of the Trust's 36.40%(or 12.0484 acres)Interest in the entire 33.1 acres. party of the second part. WITNESSETH,that the party of the first part in consideration of ten dollars and other valuable consideration paid by thee d party of the seecond part dew party of hereby grant pelt d mfee unto fie party of the second part the heim o ALL that certain plot piece or parcel of land,situate.lying and being at Orient,Town of Southold.County of Suffolk and State of New York befog more particularly bounded and described as tollows: BEGINNING at point on the northerly am of Main Road(NYS RL 26)at the Intersection formed bythenortherly One of Main Road(NYS Rt 25)With the westerly line of lands now or formerly of Ketemen sold polnt and place of beginning being a distance of 516.05 as measured a"the northerly line of Main Road(NYS RL 26)In a westerly dUectlon from the Intersection formed by the westerly Una of Ryder Form Lane with the northerly One Of Main Road(NYS RL 25); RUNNINGTHENCE from sold point andplaceofbeginning in awestedydireclion along the norlhelry line of Matt Road(NYS RL 25)south 60 degrees 47 minutes 60 seconds West a distance of 12829 feet to a point THENCE South 82 degrees 30 minutes 00 seconds West a distance of 229.38 feet to a point and lands now or formerly of Tstvourakis; THENCE along lands now or formerly ofTsivourekis North 13 degrees 03 minutes 00 seconds West a distance of 108.20 feet to a point THENCE South 72 degrees 30 minutes 00 seconds West a distance of SZ17 feet to a point THENCE South 02 degrees 18 minutes 00 seconds East a distance of 130.17 feet to a point and the norl!" line of Main Road(NYS RL 25); THENCE South 83 degrees 13 minutes 30 seconds West along the northerly One of Main Road(NYS Rt.26)a distance Of 82.67 feet to a point and lands now or formerly of Rozensky; THENCE North 02 degrees 16 minutes 00 seconds West along the easterly One of lands now or formerly of Rozonsky a distance of 2608.36 feet to a point and the mean high water mark of the tong Island Sound; THENCE Wong to Ones along the mean high water mark of the Long Island Sound South 86 degrees40 mInUtes 00 seconds East a distance of 200.00 feet; THENCE North 88 degrees 00 minutes 00 seconds East a distance of 22221 feet to a point and lards now or formerly of Janet T.Swanson; THENCE along lends now or fonnedy.of Janet T.Swanson South 01 degrees 34 minutes 00 seconds East a distance of 261.87 feet to a point THENCE South 88 degrees 26 minutes 00 seconds East a distance of 200.00 feet to a point and the westerly line of lands now or formerly of Janet T.Swanson and D.I.Abbott THENCE along the westerly line of lands now or formerly of Janet T.Swanson and D.I.Abbott and along the westerly line of a certain map entitled*Orient by the Sea,Section Two'filed in the office of the Suffolk County Clark as Map Number 3444 South 01 degrees 34 minutes 00 seconds Fast a distance of 1831.93 feet to a point and lands now or formerly of Keleman; Standard N.Y.A.T.U.Form 8002-Bargain and Sat Deed,wah Cmnard egaint Grantor's Ads-Udfonn Acknowledgment Fen,3280 THENCE South 88 degrees 28 minutes 00 seconds West a distance of 125.00 leer, THENCE South 01 degrees 34 minutes 00 seconds East a distance of 178.82 feet to a point; THENCE South 10 degrees 13 minutes 10 seconds East a distance of 183.10 feet to the point and place of BEGINNING. BEING and Intended to be the same premises conveyed by Deed dated December 2001,and being recorded simultaneously herewith in the Office of the Suffolk County Clerk TOGETHER with an right,title and Interest,if any,of the party of the first part In and to any streets and roads abutting the above described promise*to the center lines thereof:TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first. part wal receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied Cost for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the-same for any other purpose.The word'paW shag be construed as If it read parties when ever the sense of this indenture so requires. IN WITNESS WHEREOF.the party of the first part has duly executed this deed the day and year first above written. IN THE PRESENCE OF: PRANCES COSTABILE,as Trustee of Trust under Article FIFTH of the Will of Marion D. Fitzsimmons Wo Susan Costablie TO BE USED ONLY WHEN THE ACKNOWIRDOMENT 18 MADE IN NEW YORK STATE State of New York.County of Suffalk so: State of Now York,Courtly of u: On the f *d y of December. N Bus year 2001, On the day of in the year before me.the undersigned,personally appeared before me,the undersigned.personally appeared FRANCES COSTABILE, personally known to me or proved to me on the basis of peramaily known to me or proved to mo on the basis of setiafactoty evidence to be the tndMduat(s)whose name(s)Is satisfactory evidence to be the IniMdtral(s)those name(,)is (are)subadbedtothewNhbtinatrumadandacknowfedgedtome (am)subsWbodtoMewUhininstrumentandadutowleoedtome that heftelthey executed the same[a Nsi teritheircapaciky(tes), that halsheithey executed the some In hIsMeMhea eepadty(!es). and that by hisfierAhelr signature(s)on the Instrument,the and that by hismerAheir stgnetura(s)on the inattumerd,the fndividual(s),orthe person upon behelfofwhichthe Iddual(s) hilddusl(s),or the person upmbehalf ofwhich the IndMduat(a) acted.executed ote Instrument. acted,executed the hsWmenL (afgnature and office of bulMdMirlakingacithowp ledomenp (signature and ofte of todkridual taking acknowledgment) a�ROE Notary pubilA StabaA RR�1�(CENewVark No.02RIBO46M comnntea tsew 2 ozo z TO BE USED ONLY WHEN THR ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia.Territory,or Foreign Countrol of ss on" day of bi the year before ma,me underred,personally appeared peraorelly,known tome or proved tome on the basis ofsaddectoryevidance lobe drekndlvidual(s)whoee name(a)la(are)subscribed to the within In*umard and acknowledW to me Chet helakdAhey exeaAed ft earns In hlanterilheir eapasity(les),and that by hh4 eritheir s%neboe(s)on the Instrument the Indlviduai(s).or the person upon behalf olwhich the Individual(s)acted.executed the bta ument and Mat such Individual made such appearance before the undersigned It the In fined the C 1y or other politk:at subdhnskn) (and Insert He Slato or Country of other place fro acknaNedgmeM was taken) (etgnature and office of IndlAduel IakIng acmowledgment) 1000 SECTION 15 BLOCK 2 BARGAIN AND SALE DEED LOT 17.6 WITH COVEf1ANT AGAINST GRANTOR'S ACTS COUNTY OR TOWN TWO No. f .rsV AU Suffolk REET ADDRESS Mein Road Orient NY Recorded at Request of COMMONWEALTH UWD TITLE INSURANCE COMPANY WAMOM FORM OF NEW YORK BOARD 0F7RE UNDERVOWERa RETURN BY MAIL TO: ObbfbUtOd by George F.Rice,Esq. 229swtr Rtce Markus.L� Commonwealth Seventh Street s C0!%b90xwr-u:rol."ATInsl=004cr COUP"V Gander GtY,NY 11ti30.7775 RESERVE TNrS SPACE FOR USE OF RECOROare OFM9 I.n'3 b�LC��O f f iff fly illl 6[CCI Ilf f I Illf{Ill CC�II fl�ll II(il III III SUFFOLK COUNTY CLERK RECORDS OFFICE 1 RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 12/13/2001 Number of Pages: 4 At: 02:26:20 PM TRANSFER TAX NUMER: 01-18496 LIBER: D00012158 PAGE: 264 District: Section: Block: Lot: 1000 015.00 02.00 017 ,006 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: - $637,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO EA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $5.00 NO Cert.Copies $4.00 NO RPT $15.00 NO SCTM $0.00 NO Transfer tax $2,548.00 NO Comm.Pres $11,240.00 NO Fees Paid $13,864.00 TRANSFER TAX NUMBER: 01-18496 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County I E2 , Number of popes RECOPDEC TORRCtNS 2001 Dec 13 02:26:2.1 PPi Edgard P.Ronaine Serial A aM;K OF SUFFDIK COM Certificala B L 0=1215g P 264 DTI 01-19496 Print Ctf.k ' Dced I Mortgage Instrument Deed/Marlgage Tax Stamp Recording/Filing Stamps 4 1 FEW Page/Filing Fee Mortgage AmL Handling 1.Basic Tax s TP-594 2.Additional Tax �- Notation Sub Total EA-5217((outdy) _Sub Total r1� SpoodAssit. Or EA-52I T(State) Spec./Add. R.P.T.S.A. 1 TOT.MTO.TAX Dual Taos Dual County Cmm�4 of Pd 5 Q� nment Affidavit •• ♦ T ferTax a Certified Copy / Mansion Tax 11te ptope covered by This mortgage is or Reg-Copy �p will he proved by a one or two Ism fly Sub Total 7 dwelling ly. Other ES—or NO GRAND TOTAL If NO,x appropriate tax clause on page N InfiUu . o this IaatttmteatL (teal PropxtyTax Service Agency Vedficalion 6 1 Comm slily Preservation Fund List. seeflon Block Lot Constderat on Amount S 637,000 I S S Do d15 O`7 Cr2aJ 7.4V6 Qf Tax Dt ,11�y¢�� Date 17430 Improved htitiats(j� Vacant land __ 7 Sa1isfactionsh)1scharges/Releases List pp��pp��rly Owners Mailing Address RECORD&RE ru%l TO: TD George F. Rice, Esq. TD Spellman Walsh, Rice Schure & Markus _- 229 Seventh Street P.O. Box 7775 Garden City, NY 11530-7775 e Title Company Information Co.Name Blackstone Abstract Corp. Title# — g Suffolk Coon Recording&Endorsement Page Ibis pp fonasipatt of the anadwd DEED Lunde by: Frances Costab le as trusts o Pl�[9FY IYP)30FINST IMIRTI Allison Pfmnnenstiehl � The pamriseshoeinis sittoW in SUFFOLK COUMY.NEW YORK. TO In the Township of Southold Frances Costabile & Anthony Costabile France] Costabile as to 1/2 of the In tile VILLAGE trust 36.401 and Anthony i Costabile as t&11AMIk"Bof Orient 1/2 n•s + a hPLA-rn +Q s 4 ns I10XM 5 THRU 9 MUST 131£TYPED OR PRINTED IN HI.ACK INK ONLY PRIOR TO RECORDING OR FILING. CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY Ll� THIS INDENTURE,made One ' day of December,2001, BETWEEN FRANCES COSTABILE.asTrusteeottrust underArticle FIFTH oftheWM otMarion D.Fitzsimmons lWo ALUSON PFANNENSTIEHL(1/k/a AlOson Costabile),(No#)Main Street,P.O.Box 2097,Setauket.NY 11733.as to the Trusts 36.40%(or 12.0484 acres)Interest in ttw tota133.1 acre parcel, party of the flint part,and FRANCES COSTABILE.(Na)Main Street,P.O.Box 2097.Setauket,NY 11733,and ANTHONY COSTABILE, her husband,(No#)Main Street P.O.Box 2097,Setauket,NY 11733.as tenants in common and not as tenants by the entirety,In the fotiowing proportions: To FRANCES COSTA81LE-One-half(%)(or 6.0242 apes)of the Trust's WAD%(or 12.0484 acres)Interest in the entire 33.1 acres; To ANTHONY COSTABiLE-one-half CA)(or 6.0242 acres)of the Trust's 36.40%(or 12.0484 acres)Interest In the en2w 33.1 acres, party of the second part. WITNESSETH,that the party of the first paA,In consfdenedw of ten dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors ertd assigns of the party of the second pad forever, ALL that certain plot plots or parcel of land,shuste,lying and being at Orlent Town of Southold.County of Suf k and State of Now York,being more particularly founded and described as 1011l6ws: BEGINNING at a pointon the northerly One of Male Road(NYS RL 25)attire Intarseoflon formed bythe northerly One of Main Road(NYS RL 26)with the westerly tine of lands now or formerly of Kefenlan said point and place of beginning being a distance of 516.06 as measured along the northerly tine of Main Road(NYS Rt 26)In a westerly direction from the Interaction formed by the westedy One of Ryder Fans Lane with the northerly line of Main Road(NYS RL 26). RUNNING THENCE fromsaldpointand place ofbeginning in a westerydirectlonalongthenorthetry line ofMain Road(NYS Rt.25)south 60 degrees 41 minutes 60 seconds West a distance of 126.29 feet to a point; THENCE South 82 degrees 30 minutes 00 seconds West a distance of 229.38 feat to a pant and lands now or formerly of Tsivourelds; THENCE along lands now or formerly of Tsivourakfs North 13 degrees 03 minutes 00 seconds West a distance of 108.20 feet to a point THENCE South 72 degrees 30 minutes 00 seconds West a distance of 82.17 feet to a point THENCE South 02 degrees 18 minutes 00 seconds East a distance of 130.17 feet to a point end the northerly One of Main Road(NYS Rt 26); THENCE South 83 degrees 13 minutes 30 seconds Weal along the northerly hula of Main Road(NYS RL 26)a distance of 82.87 feet to a point and lands now or fonnerly of Roranaky; THENCE North 02 degrees 18 minutes 00 seconds West along the ass"One of lands now or formerly of Romansky a distance of 2898.38 feet to a point and the mean high water mark of the Long Islam Sound; i THENCE along Us Ones along the mean high water mark of the Long!stand Sound South 85 degrees 40 minutes 00 seconds East a distance of 200.00 feet THENCE North 86 degrees 00 minutes 00 seconds East a distance of 22221 feet to a point and lands n w or fonaerty of Janet T.Swanson; THENCE along lands now or fomnery of Janet T.Swanson South 01 degrees 34 minutes CO seconds East a distance of 251.87 feet to a p0fnt; THENCE South 88 degrees 26 minutes 00 seconds East a distance of 200.00 feet bo a point and the westerly line of lands now or formerly of Janet T.Swanson and D.I.Abbott; THENCE along the westerly line of lands now or formerly of Janet T.Swanson and D.I.Abbott and along the was"'Hne of a certain map erNed'Odent by the Sea.Sec*m Two'Ned In the office of the Suffolk County Clerk as Map Number 3444 South 01 degrees 34 minutes 00 seconds East a distance of 1831.03 feet to a pant and lands now or formerly of Keleman: Standard KYJI.T.U.Form 8002-samah arc Sale Deed.wfth Covenant agalw Grmloea Ads-Unsmm Admowtedgmmll Form 3290 { S' THENCE South 88 degrees 26 minutes 00 seconds West a distance of 126.00 feet THENCE South 01 degrees 34 minutes 00 seconds East a distance of 178.82 feet to a point; THENCE South 10 degrees 13 minutes 10 seconds East a distance of 183.10 feet to the point and place of BEGINNING. BEING and intended to be the same premises conveyed by Deed dated December ,2001,and being recorded simultaneously herewith in the Office of the Suffolk County Clerk TOGETHER with all right,We and interest,if any,of the party of the first part In and to any streets and roars abutting the above described promises to the center lines thereat,TOGETHER with the appurtenances and all the estate and rights of the party of the first part In and to sold premises;TO HAVE AND TO BOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. t AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby Me said premises have been encumbered In any way whatever,except as alloressid. AND the party of the first part,in compliance with Section 13 of the Lion Law,covenants that the party of the foal part wilt receive the consideration tot this conveyance and Wil hold the right to receive such consideration as a bust fund to be applied first for the.purpose of paying the cost of the Improvement and will apply Iha harms first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word'party'shall be construed as B it mad'partles'when ever the sense of this indenture so requires. IN MNESS WHEREOF,the party of the first part has duly executed this dead the day and year first above written. IN THE PRESENCE OF: FRANCES COSTABILE,as Trustee of Trust under Article FIFTH of the Will of Marian D. Fitzsimmons Vbfo Allison Pfannenstiehl(VWa Allison Costabile) TO SE USED ONLY WHEN THk ACKNOWLEDGMENT IS MADE 114 NEW XORK STATE State of New York,County of Suffolk as: State of New York.County of as: On the '9"'day of December. In the year 2001, On the day of In the year before me,the undersigned,poraonaliy appeared before me,the undersigned,personally appeared FRANCE$COSTABILE. personalty known to•me or proved to me on the basis of personally known to me or Proved to me on the basis of eatlsfactory evkierhea to be the Individual(s)whose names)is satisfactory evidence to be the Individual(s)whose nome(a)is (am)subeabedtothewtWntnaWmentaniadmowledgodtome (are)subsaibedtothewifIdnlnslrumeM and sekrmWedgedtome Dud helsheAhey executed the am*lathft Ithe(rcapacity(les), that heWmViay executed fhe same InhisilwAhaltcapec4lies). and that by h1 faerMair s%rmWe(a)on the instrument,the and to by hlalherAheff stgnAve(s)on the.Inmrument,to IrKWIdual(s):or the person upon belmlf ofwhkh the indkdduat(s) khdividual(s),or the person upon behaflof which the ImSvtdual(s) acted,executed the instrument acted,executed the Instrument, (signature and office of Individual t 4ldtdomecn)e (signature and office or Individual taking ecknowfedgmenq N Ift cir� 00 5MNow York > G2Rf 20-Q Z TO SE USED ONLY WHEN THE ACKNOWLEDGMENT IS M--- Nf?yV Yo61iS?ATE State(or D fwkt of Columbia.Territory,or Foreign Country)of Be. On the day of In the year before me,the undersigned,personally appeared personally known tome orproved to mean the basis of satfsfactoryeviderke to be the individual(a)whose neme(s)Is(are)subsedbed to the within instrument and aduwwledged to me that heMmithey,executed the some in hblherlth*copedly(les).and Chet by hisme(ft heir sooture(s)on the Instrument tie indkdduet(a).or the person upon behalf of which the Individual(3)acted,executed the Instrument,and that such Individual made such appearance before the undersigned In the In Qthamt aha chy or other politkal subd+vieiorh) (and insert the Stets or Country or War place ills aclawMedp-d was taken) (stratum and office of Individual taking acknowledgment) SECTION 15 ISLOCK 2 BARGAIN AND SALE DEED LOT 17.6 WITH COVENANT AGAINST GRANTOR'S ACTS COUNTY OR TOWN Suffolk County /t TWe No. f r 4-1;12 t6 STREET ADDRESS Main Road,Or(ent NY Recorded at Request of COMAAONWEALTH LAND TITLE INWRANCE COMPANY aTANonuo FORM OFNEW PORK BOARaoFUMEWWOMaMMS RETURN BY MAIL TO: by George F.Rice,Esq. Commonwealth 22gp Sevveenth Stre Walsh et P.O.Box 7776�s,LLF Aboamawx.��nrw otm=usUILIMMCo"Afiv Garden City,NY 11630 7775 REaaRVE THIS SPACE FOR USa OF RECOROM OFFICE c4r r up pr r>n OOON,,.GGG � IZ kin� • ro l Illllll llll Illll lllli 11i1)Illll Illll Illll IIII!IIII Illl 11111111111111111 Illl IIlI SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEEDS/DDD Recorded: 03/29/2002 Number of Pages: 6 At: 11:29:33 AM TRANSFER TAX NUMBER: 01-33013 LIBER: D00012177 PAGE: 551 District: Section: Block: Lot: 1000 015.00 02.00 017.006 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,750,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $18.00 NO Handling $5.00 NO COE $5.00 NO EA-CTY $5.00 NO EA-STATE $25.00 NO TP-584 $5.00 NO Cert.Copies $0.00 NO RPT $30.00 NO SCTM $0.00 NO Transfer tax $7,000.00 NO Comm.Pres $33,500.00 NO Fees Paid $40,593.00 TRANSFER TAX NUMBER: 01-33013 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County 1 • '�i_ z 3 Number of pages RECORDED 2002 Har 29 1109:33 V. TORRENS Edward P.Ronaine ELM OF Serial S S FFOLK f21 -Y M12117 Certificate 9 P 551 DT$01-33014 Prior Ctf.11 Deed/Moapge Instrument teed/Mortgage Tax Stamp Recording/Filing Stamps d 1 FEES Page/Filing Fee btorcpse Aoi[. _ Handling _-_ r. i Basic Tax TP•584 ��__ 2.Additional rax _ Mallon sub Total _ FA-52 17(County) � � Sub T.. � SpeeJAnIt. Of EA-5217(State) _ r*-1 Spec./Add. ILP.T.S.A. TOT.MTG.TAX Comm.of Ed __ 5 Q(L Huai Town Dual County Held for Apportionment Affidavit Transfer Tax ^ Certified Copy `tom mansion Tat The propeny covered by ibis mongage iris or `^ will be Improved by a one or two f ily fig'Copy (CU dwelling only. Sub Total YES orNo Othtt GRAND TOTAL_ � II-NO.see appropriate tax clause on pad A of this iastrument s Real Property Tax Service Agency Verification 6 Community Preservation Fund Dist Section B lode Lot Consideration Amount Stamp 020022" loon 01500 0200 017006 CPr Tax Due �•� Improved RWiDA Initials -MAR Vacant Land 7 Satisfacdoturutscnatgevtteieases LISI t'ropeny?wnecs Matting Add TD 1 RBCORD&RETURN TO: W,11 iccYl :�Z2 Tn Vo. � B 8 Title Company Information RLH Co.Name 11 Titre// 9 Suffolk County Remdi!ig &Endorsement Page. This page forma pert of the attached made by: (SPECIFY TYPE OF INSTRE MEWL') the promises heteiritis situated in S SUFFOLK COUNTY,NEW YORK. TO m InlheTowilftof C. - In The VILLAGE • c . or 14AMLET of IRNAS 5 TTIRU 9 MUSI'BG TYPED OR PRINTED IN BLACK INK ONLY PRIOR TU RECORDING OR FILM. ., (OVERI COiISULT YOUR IAWM BEFORE SMING TH18 INSTRUMENT TH18 INSTRUMENT SHOULD UE U8ED BY LAWYERS ONLY THIS INDENTURE,made the 7 ti day of March,2002. BETWEEN FRANCES COSTABILE,(No#)Main Street,P.O.Box 2097,Setauket,NY 11733,as to her e&WI. (or 21.0616 acres)interest in the total 33.1 acre parcel,and ANTHONY COSTABILE,(No#)Mahn Street,P.O., Box 2097.Setsulx.,NY 11733.as to his 38.40%(or 12.0484 acres)interest in the total 33.1 acre parcel. party of the first part,and AMELIA'S SOUND PROPERTIES.INC..828 Front Street.P.O.Box 2065.Greenport NY 11944. party of the second part, WITNESSETH,that Me party of the fast part in consideration of ten dollars and other valuable consideration paid by the party of the sec orW part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. ALL that certain plot piece or parcel of land,stints,tying and being at OdonL Toxin of Southold,County of ► Suffolk and State of Now York being more particularly bounded and described as follows: BEGINNING at a point on the northerly tine of Main Road(NYS RL 25)at the Intersection formed by the north fine of Main Road(NYS RL 25)with the westerly One of tends now or form edy of Keleman sold poh a of beginning being a distance of 61&08 as measured along the north"fine of Main-Road(NYS 5)In a westerly direction from the intersection formed by the westerly line of Ryder Farm Lane with the Me of Main Road(NYS Rt 25). RUNNING THENCE from saidpafntand place o(begfnningin's west"directfon along,the eiryffneofMafn Road(NYS RL 25)south 8o degrees 47 minutes 60 seconds West a dWm=of 126 t to a point THENCE South,82 degrees 30 minutes 00 seconds West a distance of 229.381 a point end lands now or formerly of Tsi=mkl% THENCE along lands now or formerly of Tsivourakis North 13 degrees 03 ' utes 00 seconds West a distance of 10820 feet to a point. THENCE South 72 degrees 30 minutes 00 seconds West a die of 82.17 feet to a point: THENCE South 02 degrees 18 minutes 00 seconds East a ce of 130.17 feet to a point and the northerly line of Main Road(NYS Rt 25k THENCE South 63 degrees 13 minutes 30 seconds W t along the northerly line of Main Road(NYS RL 26)a distance of 82.67 feet to a point and Panda now or f erly of Ro¢ansk)r THENCE North 02 degrees 18 minutes 00 s s West along the easterly Ilne of lands now or formerly of Rozensky sAlstance of 2098.38 feet to a pot and the mean high water mark of the Long Istand Sound: THENCE etong Oe Ones along the mean hwater merle of the Long Island Sound South 86 degrees40 minutes 00 seconds East a distance of 200.00 k THENCE North 86 degrees 00 m 00 seconds Fast a distance of 222.21 feet to a point and lands now or tormerty of Janet T.Swanson; THENCE along Lands now formerly of Janet T.Swanson South 01 degrees 34 minutes 00 seconds East a distance of 251.87 feet point: THENCE South 88 28 minutes 00 seconds East a distance of 200.00 feet to a point and the westerly line of lards now or of Janet T.Swanson and D.I.Abbott THENCE along a westerly fume of tends now or formerly of Janet T Swanson and D.I.Abbott and along the weaterty One a certain rep entitied'OrieM by the Sea Section Two•filed In the office of the Suffolk County Clerk sa Ma bee 3444 South 01 degrees 34 minutes 00 seconds East a distance of 1831.93 feet to a point and lands or formerly of Kelemen: THEN South 88 degrees 25 minutes 00 seconds West a distance of 125.00 feet; TH CE South 01 degrees 34 minutes 00 seconds East a distance of 178.82 feet to a point ENCE South tO degrees 13 minutes 10 seconds East a distance►' of 1831.1-0 feet to the point and place of EGINNING. �- ic'r � � '►c_ A- BEING and intended to be the same premises conveyed by Deeds dated December 9,2001.and recorded In the Office of the Suffolk County Clerk on December 13.2001 In Libor 000012166,Pages 262,263 and 264. SWndwd KY.S.T.U.Form 8002-Bargalo smf Sake Deed,w0i C vouM ayairM GraMass Acts—L?jft t AdmmkQmen1 Form 3290 TOGETHER with all right,Uffe and Interest,If any,of fhe party of the first part In and to any streets and roads abutting the above described premises to the center Ones thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part In and to said premises,,TO HAVEAND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the tbst part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered In anyway whatever,except as aforesaid_ AND the party of the first part,in Compliance with Section 13 of the Lien Law,covenants that the party Gf the first part will receive the consideration for this conveyance and will hold the right to receive such cortaideration as a trust fund to be applied first for the purpose of paying fhe cost of the Improvement and will apply the same lust to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose.The word'party'shall be construed as if It read'pardos'when rarer the serree of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN THE PRESENCE OF: FRANCES COSTABILE —ANTHONY/"TABILE r TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of Suftk 59: State of New York County of a$. On the 7 Mday of Merck. In the year 2W2, On the day of In the yaw before me.the undersigned,personally appeared before me.the undersigned,penally appeared FRANCES COSTABIL E and ANTHONY COSTABILE, personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evldenee to be the lndividual(s)whose name(q)is satisfactory evidence to be the Individual(s)whose name(s),Is (are)subsmWtothovANnbmtumerdamladmowledgedtome (are)subicribedtolhewHIMinsbumanlandedutowledgedtome gmthafsheAlteyexecutedthesametohlslfter1helrespsdty(tas), that IrWIsh thaymm utedthesamebxWOmithebcapacityaea), and that by MslfteNlheb signatures) on,the Instrument,the and that by hWwAhdlr signsture(s)'on the irAtnanerit the hMividuake):ortlte person upon Deheltof which Mo tndivldrml(s) IntividuaKs).or the person upon trehatf of whkh the tndividuet(s) acted.executed dm bsbum t. acted,executed the hv*umenL (signature and office of Iedgmem) (signature and office of individual taking sdmowtedgmenq ICE Notary Public.3� New Ya* _No.02A1804838111W In Suffolk C2oUnv CaroNsWon September 216 2L'o L r TO BE USED ONLY WHEN THE ACKW0WLWGMENT LS MADE OUTSIDE NEW YORK STATE State(or District of Columbia.Territory.or Foreign Country)of s6 On the day of in the year before me.the undersigned personally appeared pw.onauyknowntomeofpmvedtomaenOwbasisofeadsfactoryevkWmtobe%abMihdual(e)wnosename(s)Ia(are)subsaWed to the wd8dn Instrument and acknowledged tome that he/ahelthey executed the same In tdslFteddrelr xapexity(tes),and that by ttiaArenMetraignabre(s)on the instr un 4the btdlvidueKs),orthe parson upon Wmff ofwhkh the hlivtdxml(a)acted.executed the InstrumenL and that such Individual made such appearance bofore.Bte'umterslgned in the In insert the Clay orelher political subdivision) (and insert the Stare or Cow"or otharpiaoe the-knw is VAtrd was txkmx) (signature and office of brfividuai taking admowtedpwnl) SECTION Is BLOCK BARGAIN AND SALE DEED LOT 17.6 WITH COVENANT AGAINST GRANTOR`S ACTS COUNTY OR TOWN Suffolk County Title No. S4466 STREETADDRESS Main Road,Odent,NY Recorded at Ftequest of STMVAW FORM OP ULWYOWBOAnD OFlItWUN02RwROM RETURN BY MAIL TO: Disbbded by wriibm Price,Jr.,Esq. Commonwealth wt(°Y 11944 B°"208 COMMOWntAt nr LuxOTaW 1INWRLMM COMANY RUME-00 SPACE FOR USE OF RECORDWa OFf= S-6466 DESCRIPTION ALL that certain plot,piece or parcel of land, situate,lying and being at Orient,Town of Southold, County of Suffolk and State of New York, being bounded and described as follows: BEGINNING at a point on the northerly side of Main Road (S.R: 25) distant the following two courses and distances from the corner formed by the intersection of the northerly side of Main Road(S.R.25)with the westerly side of'Ryder Farm Lane: 1) South 58 degrees 02'40"west 405.06 feet; 2) South 60 degrees 59'20"west 110 feet to the point of beginning; RUNNING THENCE from the point of beginning along the northerly side of Main Road (S.R.25)the following two courses and distances: 1) South 60 degrees 59'20"west 126.29 feet; 2) South 62 degrees 41'20"west 226.39 feet; RUNNING THENCE north 12 degrees 51'30"west 108.20 feet; RUNNING THENCE south 72 degrees 4P 30"west 82.17 feet; RUNNING THENCE south 02 degrees 06' 30"east 130.17 feet to the northerly side of Main Road(S.R.25); RUNNING THENCE along the northerly side of Main Road (S.R.25)south 63 degrees 25'OW'west 82.67 feet; RUNNING THENCE north 02 degrees 05' 25"west 2684.07 feet to a tie line along the apparent high water mark of the Long Island Sound; RUNNING THENCE along the said tie line the following five courses and distances: 1) South 80 degrees 33'28"east 101.53 feet; 2) North 89 degrees 45' 37"east 85.27 feet; 3) North 80 degrees 51' 19"east 111.04 feet; i 4) North 74 degrees 02'34"east 48.99 feet; 1 5) North 82 degrees 22'22"east 78.17 feet; RUNNING THENCE south 01 degree 22'W cast 267.72 feet; RUNNING THENCE north 88 degrees 37'30"east 200 feet; y RUNNING THENCE south 01'degrees 22'30"ealt 1367 feet; i RUNNING THENCE south 88 degrees 37'30"west 125 feet; RUNNING THENCE south 01 degree 22'30"east I78.82 feet; RUNNING THENCE south 10 degrees 01' 40"east 183.10 feet to the northerly side of Main Road(S.R.25)the point or place of BEGINNING. pN ry n n� O'V�T �bf� � o1��c }�v 1 { T b GENERAL FOUNDATION NOTES: REFER TO PLAN FOR KEY NOTES 1. REFER TO CODE COMPLIANCE FOR REQUIRED MIN. COMPRESSIVE STRENGTH OF CONCRETE. ui Q = z w Q w 20'-0" 46'-0" 4'-8" 2. ALL NEW FOUNDATION WALLS SHALL BE 8" POURED CONCRETE 8'-0" IN HEIGHT t KEYED TO A N o Q ~ w 0 v 6"x16" POURED CONCRETE FOOTING. (UN.O.) o� z N o z Q o 15'-6y" 3'-5y" 1 -0 18 -9 6 -4 5 -1 Q W U.,L) < z � � � (� Ujo � xjuOQ � OQ 3. ALL FOOTINGS t0 REST ON UNDISTURBED SOIL BEARING OF 2 TON/SQUARE FOOT WITH A MINIMUM OF � w - w w w �- o w � w �� r� �r 36" OF COVER O nUNN () () uj03 � - Ozzmz UL w - - - Z Z�� w � 3x0 ° O o zOzWwocoz �( r 4, STEP FOOTING DOWN AS REQUIRED t0 ALIGN BOTTOM OF UPPER FOOTING WITH BOTTOM OF LOWER 3 a w r a U `o z LINE OF FTG. MAX. 2:1 (WORIZ: VERT.) a U � F o �o z N - �Lu OZ w= � Oo' O `nLil 0 = u~ wdwU C R, 5. PROVIDE AND INSTALL DOUBLE JOISTS UNDER PARALLEL WALLS (TYPICAL) _ z w O - ,, - o U� 00o' Q w0 ¢ ALL FRAMING MEMBERS COMING INTO CONTACT WITH CONCRETE SHALL BE A MINIMUM OF ,40 P.T.P.r --------------- I --- ------ -- '1. PROVIDE (2) *5 REBAR f' 24" VERTICALLY a INSIDE CORNERS (TYPICAL) I I ---------- ---- - 8. PROVIDE E INSTALL "KARNAK" 'ONE-KOTE' ELASTOMERIC LIQUID MEMBRANE WATER PROOFING 14 SYSTEM ON ALL FOUNDATION WALLS BELOW GRADE. INSTALL AS PER MANUFACTURERS F...� I / BEAM: 2"x 8" ACQ. LEDGER INSTRUCTIONS. r- _ ANCHOR INTO RIM JOIST G LINE OF D i i W/4"x}6"O LAG SCREWS a 24" OC STAGGERED TOP < ,[�-2 S. BEAM POCKET (TYP). ALL GIRDERS AND BEARING BEAMS TO HAVE MINIMUM 4" OF BEARING ON a FROST CURB DE SSED 1 I MOT AND 0 ENDS W01 I5 STEEL SHIMS ONLY. PACK ALL BEAM POCKETS SOLID WITH NON-SHRINK GROUT AFTER GIRDERS O FOR SLAB OVER - - - - - - - -- -- - - - - - - - - - - - - -1- - - - - - - - - -- - - ---- -- - - - - - -- - O - -- - - - - WAVE BEEN SET. ° °" d v °. ° d d4 n - ° � 10, 3 J�" DIA. STEEL LALLY COLUMN ON 30"x30"x12" POURED CONCRETE FOOTING WITH w4 KB EABS '1" o - --- - - --- - - - - -- - - --- -- - ---- - al 15 I -� - - - - - - - - -- - - - - - - -- - - O.C.O - - - a r - - - - - - - - -- - - - - --- -- - - - �-- - -� I a� G EACH WAY. U.N.O.UO �o r- - --- - - - --- - -- -- -- - - - -- -I I I 11. PINE TREAD/PINE BOX STAIR WITH WOOD RAILS AS SELECTED BY OWNER REFER TO STAIR E U cn �4 a I HANDRAIL NOTES ON TH15 DWG. w U I I DEPRESSED FOR I I I _ I A-2 � 12, INSULATE ALL STAIR WALLS, UNDERSIDE OF LANDING AND CELLAR STAIRS. IM--( 0 13. PROVIDE 100 Sr-. AREA OF 5/8" TYPE 'X' GYPSUM BOARD OVER BOILER 0 SLAB OVER o I _ - I O d I I - ------- - I 14. PROVIDE AREA WAY AT ALL WINDOWS IN FOUNDATION WALL � 0 ------ 19'-9" cn 2V-3" I d I 15. PROVIDE CORNER HOLD DOWN. REFER DETAIL 1 ON THIS DRAWING a a PER MOD. DUGS DWG I I ^ 4 .Ir I I I ESCAPE WINDOW AREA9' Y2 9 - (06 -WAY NOTES-4 y 3�4 EXTE fOR STAIRUAI NOT S:13�4 l- I R310.23 WINDOW WELLS I. FOOTINGS SHALL BE 16" X 8" POURED THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL 11 - CONCRETE FOOLING W (2) 04 REBAR FOOTINGS BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL PROJECTION e �; I ( I UNEXC,4YATEp «� I I _ r'- - C'�"I' ` I I I _ SHALL REST ON UNDISTURBED SOIL OR AND WIDTH OF 36 INCHES. THE AREA OF THE WINDOW WELL eo I (FILL LAMP FOR SLAB OVER) _ _ I I _ _ I I I I I I _ I D„� to COMPACT GRANULAR FILL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING 1 1 1 N EXCEPTION: THE LADDER OR STEPS REQUIRED t0 BE FULLY OPENED. i I 4" POURED CONCRETE `�' L _ _ J L _ _ J r-T-T- L_ _ J '� L__ J L_ - J SY� T 2. RETAINING WALL SHALL BE 8 POURED CONG. RED BY SECTION SLAB WITH 6x6 10010 W.W. REINF. ON 6 I �° I i i R310.2.1 SHALL BE PERMITTED t0 ENCROACH A MAXIMUM OF ro lit. WALL DOES NOT REQUIRE REBAR IF EACKFILL MIL POLY V.B. OVER 4" TWK. GRAVEL I I I �` HEIGHT DOES Not EXCEED 3'-11" PRO'✓IDE "4 INCHES (152 MM) INTO THE REQUIRED DIMENSIONS OF THE f WINDOW WELL. d I i i I A-2 REBAR m 16" O.G. EACH WAY FOR B,ACKFILL BASE COURSE PER SECT. R5062.2 OF �-" NYS RES. BLDG CODE. PITCH SLAB HEIGHTS EXCEEDING . f TO GARAGE DOOR OPENINGS I I - I I R310.231 LADDER AND STEPS - CELLAR 31 AllIS'-8" I I = 3. THE MAXIMUM RISER HEIGHT SHALL al'4" AND THE WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 �r MINIMUM TREAD DEPTH SHALL BE 9". TREADS INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED 4 POURED CONCRETE COORD. W/ MODULAR DUIGS III I I �, SLAB ON 6 MIL POLY V.B. I I SHALL BE UNIFORM LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY .I � NEW PREFAB. OPEN POSITION. LADDERS OR RUNGS SHALL HAVE AN INSIDE I I I -1 I I I d I WIDTH OF AT LEAST 12 INCHES SHALL PROJECT AT LEAST 3 EMERG. 4. GUARD RAILS SHALL BE A MIN, 36" WISH 4 INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE ESCAPE SHALL NOT ALLOW THE PASSAGE OF A 4" THAN 18 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT 15 i I I I 15'-0" 14'-3 UP 14'-'1" l I AREAWAY.E DIAMETER SPHERE THROUGH OPENIN(S OF THE WINDOW WELL. SHALL BE DESIGNED TO PREVENT CLM51NG E I a w NEW EGRESS I DESIGNED t0 WITHSTAND LATERAL LOAD PER R31032 BULKHEAD ENCLOSURES - a - -Aa --- a-- - --- - - - -- - -- J a I SD Gf"f FROMOSILL t0 FIN. I I SECTION 16071.1 OF 2020 RESIDENTIAL BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT ACCESS t0 ---- --- - - - -- -- - - -- -- - - - -- I 2 8 FLOOR SEE BUILDING CODE OF NYS THE BASEMENT. THE BULKHEAD ENCLOSURE WITH THE DOOR Q 0 15 e ( -YP) -- - - -- WINDOW S'�'HED. I I O PANELS IN THE FULLY OPEN POSITION SHALL PROVIDE THE _ = MINIMUM NET CLEAR OPENING REQUIRED BY SECTION R310.1.1. w I a. L_ __ -_ _-- --- - -_ J a d. d. L_ -_ - - -- -- --- - -- -- - J I BULKHEAD ENCLOSURES SHALL ALSO COMPLY WITH SECTION O - - - - - - - - - - - - STAIRWAYS 4 HANDRAIL ti- ---- --��- -- - -- - - - - - - -r - , -t- --- -d-- --- - - - _ NOTES: U �23 U 2"x 8" ACQ. LEDGER I 15 R3104 BARS GRILLES COVERS AND SCREENS W w I ANCHOR INTO RIM JOIST I I. ALL STAIRWAYS AND HANDRAILS MUST BE IN BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE Q 0 ;., 00 W/4"x V"m LAG SCREWS a i LINE OF DECK COMPLIANCE WITH THE 2020 RESIDENTIAL BUILDING PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND �...r 24 OC STAGGERED TOP t I CODE OF NEW YORK STATE SECTIONS R311 RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS x BOT AND a ENDS � THAT SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET �' -' I 2. STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR CLEAR OPENING SIZE COMPLIES WITH SECTIONS R310.1.1 TO J -4 WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL R310,13 AND SUCH DEVICES SHALL BE RELEASABLE OR (2nx 8 AM.c.Q _ " " A.C.Q (2n"x 8" A.C.Q (2n°x 8" A.C.Q 11 HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, O a- / BEET -C R/ BED / BI=Aim' �✓ TOOL, SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT 3. THE MAXIMUM RISER HEIGHT SHALL avW AND THE MINIMUM WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE O TREAD DEPTH SHALL BE S". AND RESCUE OPENING. O Z 4110 x 36"d POST Ln --- ------------- -----N-1 � 4. ALL HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" W FOOLING WIItH I __ ---- ---- AND A MAXIMUM HEIGHT OF 38" MEASURED VERTICALLY SIMPSON "P844 �__ - FROM THE NOSE OF THE TREAD REGARDING LOCATION O OFFSET POST BASE LINE OF AT STAIRS OR VERTICALLY FROM ADJACENT LANDING. O SET IN. (TYP) D DECK STAI R �- A-2 J U ~ W F.. 0 20'-0" 16'-8" 13'-5" 15'-11" X 3 o PRINCIPAL BLDG PRINCIPAL BLDG PRINCIPAL BLDG a PROF05E D FOUNDATION FLAN +F- Table � ;SCALE: 1/4 = 1 --0 W Q 2020 Residential Code of New YorkState R402.2 Al Nr�)C �( �jG�'°f �Ul-- Minimum Specified Compressive Strength of Concrete Table R401.4.1 Table R403.1 Q Presumptive Load-Bearing Values of Foundation Materials MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTING finches) MARK LOC,47ION MANUr-A07JRER MODEL # COLOR CONFORMS WITH REMARKS N Minimum 5 ecified Compressive Strength (F' 6 LOAD-BEARING LOAD-BEARING VALUE OF SOIL ( sf) EMER6I=NGY EGRESS Type or Locations of Concrete Construction Wecthering potential D PRESSURE 1 1,500 1 2,000 1 5,000 1 4,000 Negligible Moderate Severe CLASS OR MATERIAL (PSE) Conventional light-frame construction wol BASEMENT ANDERSEN 400 SERIES A51 WHITE N/A - Basement walls, foundations and other concrete not exposed Crystalline Bedrock 12,000 I-stor1 12 1 12 1 12 12 2,500 2,500 50o Sedimentary and Foliated Rock 4,000 W02 BASEMENT ANDERSEN 400 SERIES 5046 WHITE YES to the weather. 2-stor 15 12 12 12 Basement slabs and interior slabs on grade, except garage c Sand Gravel and/or Gravel 3-stor 23 17 12 12 2,500 2,500 2,500 Y 4-inch brick veneer over light frame or 8-inch floor slabs. g (GW and GP) 3,000 hollow concrete masonry Basement walls, foundation walls, exterior walls and other 2,500 5,000 d 5,000 d Sand, Silty Sand, Clayey Sand, Silty1--story Residential Code of New York State W vertical concrete work exposed to the weather. S2Ct1011 R308 - Glazing LEGEND Gravel and Clayey Gravel -s ory g Porches, carport slabs and steps exposed to the weather, 2,500 5,000 d,e 5,500 d,e (SW, SP, SM, GM and GO ,00G -s or R308.1 IDENTIFICATION: _____ Q and garage floor slabs Clay, Sand Clay, Silt Clay, Clayey 8-inch solid or fully grouted masonry EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A Y Y Y Y Y Y Y NEW FOOTING t FOUNDATION WALL CONSTRUCTION • •... For 51: I pound per square inch = 6.895 ki a. -s a MANUFACTURER'S OR INSTALLER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD a. At 28 days psi. Silt, Silt and Sandy Silt b 2--story 29 21 14 12 WITH WHICH IT COMPLIES WHICH 15 VISIBLE IN THE FINAL INSTALLATION. THE LABEL SHALL BE OF A TYPE WHICH ONCE APPLIED ----- b. See Table R301.2 (1) for weathering potential (CL, ML, MH and CH 1'50U 3-story 42 32 21 Ib CANNOT BE REMOVED WITHOUT BEING DESTROYED. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be a. When so tests are require y ec ion e a owa a a. ere minlmum FIE wi 15 '_1 e es, use o a sin e w e o z NEW WINDOW ASSEMBLY WITH WINDOW TAG ® wC air-entrained concrete in accordance with Footnote d. bearing capacities of the soil shall be part of the recommendatins. gg 20" 20' N � Residential Code of New York State WI Mz 9 P Pa solid or fully grouted 12-inch nominal concrete masonry units is d.Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less b. Where in-place soils with an allowable bearing capacity of less fan permitted. MIN. MIN. Section R310 - Emergency Escape and Rescue Openings than 5 percent or more than 7 percent. 1,500 psf are Ikely to be present at the site, the allowable bering ,t Z R310.1 EMERGENCY ESCAPE AND RESCUE OPENINGS REQUIRED. DATE e. See Section R402.2 for minimum cement content. w acit shall be determined b a soils investi ation. CV BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND DEVICE LEGEND RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT FEBRUARY 17,2023 IL MORE THAN 44 INCHES ABOVE THE FLOOR. Q _ ®® V#� R310.I.f MINIMUM OPEING AREA. NEW SMOKE DETECTOR SD SCALE DOUBLE HUNG CASEMENT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: DOOR LOCATION DOOR DOOR FRAME LABEL CONFORMS WITH REMARKS WINDOW UNIT WINDOW UNIT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. AS NOTED MARK 51ZE TYPE TYPE EMERGENCY ECRESE x OO NEW CARBON MONOXIDE Q R310.1.2 MINIMUM OPENING HEIGHT. CI"I DETECTOR THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. OI CELLAR 2'-8" x 6'-8' HM HIM 5/4 HR YES SELF CLOSING WITH WEATHERSTRIPPING DRAWING R310.1.3 MINIMUM OPENING WIDTH. NOTE: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. ARCHITECT'S CERTIFICATION A- 1 EMER I. ALL EMERGENCY EGRESS EXIT DOORS REQUIRED SHALL PROVIDE DIRECT ACCESS FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. ALL EMERGENCY EGRESS DOORS SHALL BE EQUIPPED WITH HARDWARE THAT IS READILY OPENABLE FROM THE SIDE FROM F.F. EL. .4 OPERATIONAL CONSTRAINTS. THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OF WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFECT. THE REQUIRED EXIT DOOR SHALL BE ASIDE-HINGED DOOR NOT LESS OR TOOLS. THIS AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH THAN 3 FEET IN WIDTH AND 6 FEET, 8 INGHES IN HEIGHT AS STATED IN 'THE RESIDENTIAL CODE OF NEW YORK STATE" SECTION R31 I. APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL 2. ALL OPENINGS BETWEEN A GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE RATED DOOR ASSEMBLY WITH A SELF-CLOSING DEVICE AS CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION STATED IN "THE RESIDENTIAL CODE OF NEW YORK STATE" SECTION R309. MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE 3 LOCAL ZONING ORDINANCE. w Z n Z W Z Q O W W W r H N NO Q w U OujZN �OJUww pQ ¢ cQiOZQOp � 2 c► U Qp j = ' � Q � OQ .r W � VU ¢ zQZ � � � 00O u0 � DECK RAIL AS Z Zoo'_ Z = 0p0 --- 7�1SELECTED BY - 3aw � � � UmZ _ wU �wU11v-�i00Z t- � U� aO -- WALL STUD , "—E u c ,aL ° 0 - SELECTED BY-0IINER- — OWNER N o = W U Q o �i WALL HOLD-DOWN BY 2"x 10' ACQ LE do HDUS-SDS2.5`0 SIMPSON STRONGTIE L__ El REFER t0 MODULAR MANIF. FASTEN T01=XT.S1UAS � � DRAWNGS FOR NEW BUILDNG ASPHALT SHINGLES ON TOP OF 15" FELT ON V CDX PLYWOOD DECKING. O I ` FLOOR r-, r _, INSTALL ALUM.FLASHING t STEP REFER TO JOIST FLASHING UNDER SIDING AS R EO'D MODULAR MKx a DWG t �/ FOUNDATION PLAN ROO S ,� C h 2x8 RR a ib"oc FOR STRUCTURE SCALE: 1/ = V-0" z o 4 WRAPPED FASCIA e —MUD SILL M w U 2 '~ (2XB425 2.OE ML BM WRAPPED 5 H 44 AM INTERNAL POST W/BC4 2"x 8" ACQ. LEDGER .4 e POST CAP BY SIMPSON FASTEN TO EXT. STUDS � r�� � WZ .e e. a HBIG PERMACAST COL.AS REFER TO MODULAR MANIF. SELECTED BY OWNER a a I DRAWINGS FOR NEW BUILDING 2x6 CJ + 16" I GUARDRAIL/HANDRAIL AS oc W/SOFFIT I,, I�,I SELECTED BY OWNER AS OWNER SELECTED REFER TO Y �k L L O,Z O Y �4 N, ~ O I. -- - --- - - - DECKING AS SELECTED BY a MODULAR Wj ►-� -- -�--— - ----- -- OWNER ;_ D� E N.T.S. (SINGLE or TWO STORY) ----- -- -- - - -------- ---- / FOUNDATION PLAN FRAMED DECK _ ------ -- ---------- -- 2x8 ACQ D J. FOR STRUCTURE STAIR i e h�-1 ------- ----- --- — - DECKltJG�S. ---- 16"oc I " MIN. EDGE - __ ----- cTm_5T-0ffR- -- - ------------ 23B' FIN. 1st FL. ----- --------16�.IDn— -- _J" DIFFERENCE ell- ------ -- -- ------ --------- ---------- (2T2x10 ACQ DECK BM. i FM118 FACE MOWi - --- 12n.15x925 20E M __ (2)1.154B 2.0E ML BM. e° -- -- -- - - —� — _ -- - - -- - -- NA MR BY S SI NR6LE POUR —._.�. - � . �-. . ... -. - ,• _ _ _ RIM JOIST NAILED � - • --- DECK RAIL AS --- -- t200 _ 2"x 10" ACQ. LEDGER INSTALLATION PORTION _ CxRADE_ RTI AN INTO RIM `� ° 4x4 ACQ POST WITH 4x4 ACQ POST WITH - -- 5/8"OX12" STEEL ANCHOR JOIST W/4"x Y"4 LAG COMPOSITE COL.SURROUND SELECTED BY COMPOSITE COL.SURROUND . OWNER PC PAD FOR STAIR @ SCREWS B 24" OG 'BOLM N EMBEDMENT OF 7" AS SELECTED BY OWNER ��, AS SELECTED BY OWNER STAGGERED TOP t (TYP) (TYP) STRINGERS MOT AND 6 ENDS 44 ACQ POST W/5C4 P REFER t0 SEE PLAN d .- •,.; Fop�o 13 V2" CAP BY SIMPSON v FOUNDATION � rlo.s 6,-211 4'-��� DRAWNGS 14"4 x 36"d PIER FOOTING Wf SIMPSON IF544 P05T BASE ONE #4 d SET IN (TYP) °' :• ° Mlly REBAR IN a n. e I/2pM 5HEAR CONE a ('D' FRONT FORTICO SECTION z O W I ROFOSE D I�l FROT FO�T I CO H f�-2 SCALE: 144" = V-0" HPAHDn Strong U SCALE: 1/4" = V-0" z ANCHOR E30LT DETAIL HOLD DOWN DETAIL w w o Q NITS NTS ,.._, � H 1xCz V� w C) � O � w U o � Q REFER TO REFER TO O MODULAR DWGS MODULAR DWGS FOR TYPICAL FOR TYPICAL CONSTRUCTION GUARDRAIL, SEE 4 CONSTRUCTION REFER TO EXTERIOR HANDRAIL STAIRWAY NOTE 4 34"-38" HIGH w MODULAR DWGS EXTERIOR w FOR TYPICAL LIGHT o CONSTRUCTION - NEW F J.'s GUARDRAIL, EXTERIOR NEW F.J,s FIXTURE SENT "4 X 24"x24" a o STAIRWAY NOTE 4 REINP BARS im 12" O.G. I. ., 8" P.C. BULKHEAD WALL WITHE 1 G� '"4 im 16" O.G. DIAL. 104 G 16" } ✓ ��� E �c!% 8" P.C. BULKHEAD WALL WITH " 61 04 e 16" O.C. DIAL. 64 6 I6" � - } � ❑] O.G. HORIZ. MIN. 2 GONG. / I 8" P.C. BULKHEAD WALL WITH 61 COVER 4 DAMPROOPING ✓ II '04 A 16" O.C. DIAL. 64 m 16" Q co �j O.C. WORM MIN. 2" CONC. ,I (TYP.) SEE ALSO EXTERIOR O.G. HORIZ. MIN. 2" CONC. o z NEW COVER DAMPROOPING I y �I a y , ® o CELLAR (TYP.) SEE ALSO EXTERIOR I NEW STAIRWAY NOTES 2�4 fi. I I COVER < DAMPRooFfNG NEW 8" P.G. FND. STAIRWAY NOTES 244 r BASEMENT ( j < (TYP.) SEE: ALSO EXTERIOR � ° ��' � � fl STAIRWAY NOTES 244 . �P WALLS (TYP) O 5 �� �� ` P.C. FOOTING SEE - P.C. FOOTING SEE Y w ?t NEW 8 x IS P.C. EXTERIOR STAIRWAY I: EXTERIOR STAIRWAY I: _ FOOTING W/ 2x4 r NOTES 243 NOTES 243 �� II r=XTE STAIR SEE �► KEYWAY (TYP) II NOt�51OR STAIRWAY 4" P.C. SLAB ON 6 4" P.C. SLAB ON 6 43 MIL POLY V.B. FLOOR DRAIN, CONNE MIL POLY V.B. FLOOR DRAIN, CONNECT P.C. FOOTING SEE TO DRYWELL WITH 4" TO DRYWELL WITH 4" EXTERIOR STAIRWAY SOLID PIPE SOLID PIPE NOTES 243 T�'Ra FOUNDATION SECTIOI�I 8 I- EXT. �3AS�1„IEI�IT ST�41R SECTION � EXT. �3AS�1"IENT STAIR SECTION '= �-2 SCALE: 114" = 1'-Q�" �-2SCALE: 1/ ILI _ �'-o" ,4 4 ,�J-2SCALE: 4 1 -ID a 0 w6 ,,Z DATE FEBRUARY 17,2023 SCALE AS NOTED DRAWING ARCHITECT'S CERTIFICATION A-2 THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, OF INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE 3 LOCAL ZONING ORDINANCE. ui :z n 0 z LU Lu Z Lu < z < V) H 0 W < — - - 3: u u- LU aof , < < 0 < V) < 0 Lu Lu . F.- < U W u u < z — 5, CL > a Lu z - :20 u ck� W LLJ U- LLJ LU �- ')v) (D(D 0 Luu -0 LL � 0 0� E � 0 0 �- Lu 0 z < 0 - L--- af w(-) an CL Lu >� CL W CL uj (L 0 t=UO � LU O 0 W U V) , Lu CL o Z QUO V) cl� w ce < IL ------------- REFER TO MODULAR� MANUFACTURE DRAHINOSS '-- i _? I PORTICO ROOF. NS REFER TO SECTIONS U -- --------- j X. ------7 ----- T i464-6FERMACAS — 601-51 A5 5ELE I , � u L—IDECK RAIL AS REFER TO MODULAR SELECTED BY ------ -Tr- MANUFACTURE DRAWINGS OUMR REFER TO DECK PLANS 4 SECTIONS If 14"0 POST FTG'S MR 36"BELOW CiRADE I I m I I FRAMED STAIR 4 (Typ) LT. L L _j HANDRAIL REFER TO SECTIONS 'T — — — ——— — ———— ——— ———— —— ——— — — L — — —— — —— — — — — — — — — — — — ——— — —— — —— — — —— —— — — —— L - - - - - -- - - - -- _ _ __ __ __ � - -- - - - - - - - - - - - -— — —— — — —— — — —— — — —— — — — — — — — — ——— ——— — —— —— — ——— ——— — ——— -:!7�NEW FOUNDATIONS 4 FOOTINGS REFER TO FOUNDATION PLAN EA5T ELEVATION W W o ScALE.- 11411 11—oll U w C) 0 a. PORTICO ROOF. REFER TO SECTIONS cl REFER TO MODULAR MANUFACTURE DRANIN65 .40 H1346 PMALA5T DECK RAIL AS, < COLS.AS SELECTED SELECTED BY w BY OYm OUTER (n REFER TO DECK DECK RAIL AS PLANS 4 SELECTED BY SECTIONS OD ER FRAMED STAIR 4 HANDRAIL REFER REFER TO DEC L I PLANS 4 TO SECTIONS SECTIONS FRAMED STAIR 4—, -------. ............. ---------- HANDRAIL REFER < TO SECTIONS >6 Ld 140 POST FTG'6 MI R POST FTG'5 MR Irz 36 BELOW CiRADE 36 BELOW CiRADE DATE (TYp) (TYP) FEBRUARY 17,2023 SCALE AS NOTED DRAWING — — —— ——— — — — — —— — — — — ———— — — NEW FOUNroATIONS 4 ARCHITECT'S CERTIFICATION FOOTINGS REFER TO A-3 FOUNDATION PLAN THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH OF APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION WE5T ELEVATION MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE 3 SCALE: 114 = V-0" LOCAL ZONING ORDINANCE. " I I 66'-0" J�I�NDOW S�i��1�UL.E N r MARK LOCATION MANUF2ACTURER MOD CONFORMS WITH EL # COLOR REMARKS W N o W w 20'-0" 46'-0" 4'-8" o Q W Q W W EMERGENCY EGRESS V) ~ O Z w :2N 0 O J W W WOI BASEMENT ANDERSEN 400 SERIES A31 WHITE N/A - o Q w"' O z < O IS'-6y�� 3'_5Y�� 1,_0, 12'-9" 1�'-8" 4'1 (10 4'-0" 51_111 0 o z 5 � o o a n W � UUQw < - � o 1 L. _ W02 BASEMENT ANDERSEN 400 SERIES 5046 WHITE YES - O v U O o 0 3 � 0 ZFa W C�� O �� � =0 �0 Z Z �ZOzQO � � - � o�Umz Residential Code of New York State LINE OF Section R508 - Glazing o W LU U o o Z 0 DECK STAIRuj R308.1 IDENTIFICATION: N 0 h O = � 11J a °'U EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A h z °� 0 O 0- W o ----------------------- --- -------- I MANUFACTURER'S OR INSTALLER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD `� 0 Q WITH WHICH IT COMPLIES WHICH 15 VISIBLE IN THE FINAL INSTALLATION. THE LABEL SHALL BE OF A TYPE WHICH ONCE APPLIED ----------------------- ----------------------- I I CANNOT BE REMOVED WITHOUT BEING DESTROYED. Residential Code of New York State _ �_': _ ________________ ' 01 MIN 20" cv Section R510 - Emer enc Esca e and Rescue O enin s MIN. MIN y p p g-1 /` ---r2nX$�r�GQ-----7'- 1 N R310.1 EMERGENCY ESCAPE AND RESCUE OPENINGS REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND I `,/ BEAM V RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT ~ 36"d POST j MORE THAN 44 INCHES ABOVE THE FLOOR. • FOOTING; WIITH i � Qr' SIMPSON "P544 R310.1.I MINI MUM OPEI NG AREA. I 14"0 X 36'd POST FOOTING j DOUBLE HUNG CASEMENT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: ^ CO'' I OFFSET POST BASE UU WIITN SIMPSON r544 OFFSET I GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. SET IN. (TYP) O I r-------- WINDOW UNIT X WINDOW UNIT POST BASE SET IN.(TYP) I I I I Q R310.1.2 MINIMUM OPENING HEIGHT. --------- a THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. oR IVA2 POST FOOTING I oP I 0 - 77'�-s.I R310.1.3 MINIMUM OPENING WIDTH. • 'i MATCH BOT OF BLDG i 2"x 8" ACQ. LEDGER j �I �2n k -'I/ 14 THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. O FTG,WITH SIMPSON I ANCHOR INTO RIM JOIST I 8'ACQ I LINE OF DECK CONSTRAINTS. w U 'PB44 OFFSET POST j W/4"x,�"0 LAG SCREWS I I j C F.F. EL. EMERGENCY OPERATIONAL E AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS BOt AND � ENDS ^" BASE SET IN.(TYP) I 24" OC STAGGERED TOP t I I I A-2 OR TOOLS. FROST CURB DE SSED 15 FOR SLAB OVER - - -- - --- - - - -- _ - - - -- -- - - - -- -,-- - - - - -- 1- - - - ---� - - - -- -- - - - - -- - -1 A4 a 4 o `'' - -- - - - - - - - - -- - -- ---- - - - -1 I 12"A2 POST FOOTING I I iy a a ° MATCH BOT OF BLDG 4 ° FTG,WIITN SIMPSON - ^^ W a a I OPB44 OFFSET POST I I I }3 REFER TO PLAN H FROST CURB I I BASE SET (TYP) I --------_ I -2 GENERALOUND�4TION NOTES: O FOR KEY NOTES DEF OVER --------D FOR AB OVER - ------- 1. REFER TO CODE COMPLIANCE FOR REQUIRED MIN. COMPRESSIVE STRENGTH OF CONCRETE. a a SL I °°• n I 61 _ N I I _ 2. ALL NEW FOUNDATION WALLS SHALL BE 8" POURED CONCRETE 8'-0" IN HEIGHT 4 KEYED TO A 4 I I - ------- I 8 x16 POURED CONCRETE FOOTING. (UN.O.) H I I 26'-3" I 4 3. ALL FOOTINGS TO REST ON UNDISTURBED SOIL BEARING OF 2 TON/SQUARE FOOT WITH A MINIMUM OF L PER MOD. DWGS PER MOD. DWGS I I 36" OF COVER II � �� I �I 9'-4 " 9'-4 " 6�_63 11 19'-0 " I , I I9 -4 -� Y Y2 �4 Y4 - I 4. STEP FOOTING DOWN AS REQUIRED TO ALIGN BOTTOM OF UPPER FOOTING WITH BOTTOM OF LOWER FTG. MAX. 2:1 (HORIZ.: VERT.) I 1 1 I I 5. PROVIDE AND INSTALL DOUBLE JOISTS UNDER PARALLEL WALLS (TYPICAL) I . . • I I I L UNEXCAVATED `f) I I (FILL TAMP FOR SLAB OVER) I _ I I _ _ _ I I_ I I W12x40 I c0 ro. ALL FRAMING MEMBERS COMING INTO CONTACT WITH CONCRETE SHALL BE A MINIMUM OF A0 P.T.P. N N `9 I I 4" POURED CONCRETE N 14 IC14 L --J L -- J i i i I L_ _ -J I I N �. PROVIDE (2) *5 REBAR 624" VERTICALLY 6 INSIDE CORNERS (TYPICAL) SLAB WITH 6x6 10010 W.W. REINF. ON 6 I I MIL POLY V.B. OVER 4" THK. GRAVEL I I I I li I 8. PROVIDE E INSTALL "KARNAK" 'ONE-KOTE' ELASTOMERIC LIQUID MEMBRANE WATER PROOFING I I BASE COURSE PER SECT. R50622 OF I I i i i I I I A-2 or SYSTEM ON ALL FOUNDATION WALLS BELOW GRADE. INSTALL AS PER MANUFACTURERS I NYS RES. BLDG CODE. PITCH SLAB INSTRUCTIONS. TO GARAGE DOOR OPENINGS = Ti, BEAM POCKET (TYP). ALL GIRDERS AND BEARING BEAMS TO HAVE MINIMUM 4 OF BEARING ON 4" POURED CONCRETE COORD. W/ MODULAR DWGS STEEL SHIMS ONLY. PACK ALL BEAM POCKETS SOLID WITH NON-SHRINK GROUT AFTER GIRDERS Q I I I I I I SLAB ON 6 HAVE BEEN SET.MIL POLY V.B. I I aAlREWY. Z NEW PREFAB w O v� I I I I 14 MERG. 10. 3 " DIA. STEEL LALLY COLUMN ON 30"x30"x12" POURED CONCRETE FOOTING WITH *4 REBARS 7" U I SCAPE O.G. EACH WAY. UN.O.UP 14'--1 > A Nas. U 11. PINE TREAD/PINE BOX STAIR WITH WOOD RAILS AS SELECTED BY OWNER REFER TO STAIR d w w 15 I I I ° I NEW EGRESS I ° HANDRAIL NOTES ON THIS DWG. 4 sD CM WINDOW. MIN. 44" Q Z o r L_------ - - - - -- -- - --777- a _ - - - I <01 FROM SILL TO FIN. I I 12. INSULATE ALL STAIR WALLS, UNDERSIDE OF LANDING AND CELLAR STAIRS. Z ° .. SEE_ (TYP) I 0 e I I I 13. PROVIDE 100 SF. AREA OF 5/811 TYPE X GYPSUM BOARD OVER BOILER ° = . L - -- - - - - - - - _ _- - J a �° . 4 �4. L_ - - - - - - - - ---- _ - - - -J 14. PROVIDE AREA WAY AT ALL WINDOWS IN FOUNDATION WALL O Q O Z - °°- ° (- - - - - - - - - - - -- - --I 4 a a . - 15. PROVIDE CORNER HOLD DOWN. REFER DETAIL 1 ON THIS DRAWING O �, 2 x 8 ACQ. LEDGER 1 15 I U _ ANCHOR INTO RIM JOIST C,, W/4"x V10 LAG SCREWS e i LINE OF DECK ' ap 24" OC STAGGERED TOP < 1 O I x BOt AND 6 ENDS 1 O I C', r2n"x 8" A.c.Q i �2n"x 8" A.C.Q i (2 n"x 8" A.c Q i (2)2"x 8" A.c.Q i , _-__--_eE, T ' ' °j-____13E7 ' ' j Bi= �'� DOOR LOCATION DOOR DOOR 1=RAME LABEL CON(=ORM5 WITH REMARKS L ----- --------v --_ ------- ----- ------ ------- J MARK SIZE TYPE TYPE EMERGENCY EGRESS I I W -n OI CELLAR 2'-8" x 6'-8" HM HM 5/4 HR YES SELF CLOSING WITH WEATHERSTRIPPING U "� 4"0 x 36"d POST F-- ---- -------11 FOOTING WIITN I __ ____ _---- -� NOTE: W ~ SIMPSON "P544 i I I. ALL EMERGENCY EGRESS EXIT DOORS REQUIRED SHALL PROVIDE DIRECT ACCESS FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR WITHOUT OFFSET POST BASE L-- ---- ------- REQUIRING TRAVEL THROUGH A GARAGE. ALL EMERGENCY EGRESS DOORS SHALL BE EQUIPPED WITH HARDWARE THAT IS READILY OPENABLE FROM THE SIDE FROM a LINE OF WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFECT. THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR NOT LESS SET IN. (TYP) D DECK STAI THAN 3 FEET IN WIDTH AND 6 FEET, 8 INCHES IN HEIGHT AS STATED IN "THE RESIDENTIAL CODE OF NEW YORK STATE" SECTION R311. 2. ALL OPENINGS BETWEEN A GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE RATED DOOR ASSEMBLY WITH A SELF-CLOSING DEVICE AS STATED IN "THE RESIDENTIAL CODE OF NEW YORK STATE" SECTION R309. 160 8 0 8 0 11 �� 1, i 7. ESCAPE WINDOW AREA-WAY NOTES 20'-011 LU 7. -, R31023 WINDOW WELLS y C PRINCIPAL BLDG 1 II PRINCIPAL BLDG PRINCIPAL BLDG THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL �i0V P 66 -0 BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL PROJECTION Q AND WIDTH OF 36 INCHES. THE AREA OF THE WINDOW WELL W SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING N /� FLAN TO BE FULLY OPENED. }PROPOSED FOUNDAT ION PLAN F EXCEPTION: THE LADDER OR STEPS REQUIRED BY SECTION � R3102.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 Z SCALE: 1/4" = V-011 z SC/ INCHES (152 MM) INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. W R31023.1 LADDER AND STEPS °' WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 H w INCHES SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LEGEND EXTERIOR STAIRWA`I' NOTES: STAIRWAYS 4 HANDRAIL LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY W M 2020 Residential Code of New York State NO'�-ES: OPEN POSITION. LADDERS OR RUNGS SHALL HAVE AN INSIDE NEW FOOTING FOUNDATION WALL CONSTRUGt10N a WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 p I. FOOTINGS SHALL BE 16" X 8" POURED INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE Table R402.2 Table R401.4.1 Table R403.1 CONCRETE FOOTING W (2) 04 REBAR FOOTINGS 1. ALL STAIRWAYS AND HANDRAILS MUST BE IN THAN 16 INCHES ON CENTER VERTICALLY FOR THE FULL HEIGHT Minimum Specified Compressive Strength of Concrete SHALL REST ON UNDISTURBED SOIL OR COMPLIANCE WITH THE 2020 RESIDENTIAL BUILDING OF THE WINDOW WELL. NEW WINDOW ASSEMBLY WITH WINDOW TAG ® w0 Presumptive Load-Bearing Values of Foundation Materials MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTING (inches) CODE OF NEW PORK STATE SECTIONS R311.7 a:Z Minimum Specified Compressive Strength V c) LOAD-BEARING LOAD-BEARING VALUE OF SOIL { sf) COMPACT GRANULAR FILL R31032 BULKHEAD ENCLOSURES _ � UJI Type or Locations of Concrete Construction Weatheringpotential PRESSURE 1,500 2,000 5,000 4,000 „ 2. STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR Ep, �i\ ` Negligible Moderate Severe 2. RETAINING WALL SHALL BE 8 POURED CONC. BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT ACCESS TO DEVICE LEGEND L` G V TE GLASS OR MATERIAL (P51=} Conventional G ht-frame construction WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL �•� � i WALL DOES NOT REQUIRE REBAR IF BAGKFILL THE BASEMENT. THE BULKHEAD ENCLOSURE WITH THE DOOR ) FEBRUARY 17,2023 Basement walls, foundations and other concrete not exposed Crystalline Bedrock 12,000 I-star 12 12 12 12 HEIGHT AND BELOW THE REQUIRED HEADROOM I-IEIGI-It. to the weather. p° 2,500 2,500 ,500 c y 2-star 15 12 12 12 HEIGHT DOES NOT EXCEED 3 -il PROVIDE *4 PANELS IN THE FULLY OPEN POSITION SHALL PROVIDE THE '� Sedimentary and Foliated Rock 4,000 3-st 23 17 12 12 REBAR 16" O.G. EACH WAY FOR BACKFILL „ MINIMUM NET CLEAR OPENING REQUIRED BY SECTION R310.1.1. Q NEW SMOKE DETECTOR �� 3. THE MAXIMUM RISER HEIGHT SHALL S,Va AND THE MINIMUM BULKHEAD ENCLOSURES SHALL ALSO COMPLY WITH SECTION 5D ��'! 2i�3 Basement slabs and interior slabs on grade, except garage 2500 2,500 2,500 c Sandy Gravel and/or Gravel 4-inch brick veneer over light frame or 8-inch HEIGHTS EXCEEDING 3'-11". TREAD DEPTH SHALL BE 9". SCALE floor slabs. (GW and GP) 5,000 Basement walls, foundation walls, exterior walls and other hollow concrete masonry R311S.82. 2,500 5,000 d 5,000 d Sand, Silt Sand, Clayey Sand, Silt AS NOTED y y y y _sod' 3. THE MAXIMUM RISER HEIGHT SHALL SYa" AND THE 4. ALL HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" NEW CARBON MONOXIDE vertical concrete work exposed to the weather. Gravel and Clayey Gravel -s ory MINIMUM TREAD DEPTH SHALL BE 9". TREADS AND A MAXIMUM HEIGHT OF 38" MEASURED VERTICALLY R310.4 BARS, GRILLES, COVERS AND SCREENS CM DETECTOR r "' Porches, carport slabs and steps exposed to the weather, 2500 5,000 d,e 5,500 d,e (SW, SP, SM, GM and GO 000 -s "- `; " `'1 and garage floor slabs SHALL BE UNIFORM FROM THE NOSE OF THE TREAD REGARDING LOCATION BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE DRAWING Clay, Sand Clay, Silt Clay, Clayey 8-mch solid or fully grouted masonry AT STAIRS OR VERTICALLY FROM ADJACENT LANDING. For 51: I pound per square inch = 6.895 kPa. y y y y y y y PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND Silt, Silt and Sandy Silt 2-story 29 21 14 12 4. GUARD RAILS SHALL BE A MIN. 36" HIGH 4 RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS ARCHITECT'S CERTIFICATION I a. At 28 days psi. y� (CL, ML, MH and CH 1,50CT SHALL NOT ALLOW THE PASSAGE OF A 4" THAT SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET A b. See Table R301.2 (I) for weathering potential 3-story 42 32 21 16 c. Concrete in these locations that may be subject to freezing and thawing during construction shall be a. When soil tests are required by 5ection e a owa a. ere minimum oo lnq width 1s me es, use o a singe wy e o DIAMETER SPHERE THROUGH OPENINGS, CLEAR OPENING SIZE COMPLIES WITH SECTIONS R310.1.1-TO THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, air-entrained concrete in accordance with Footnote d. bearing capacities of the soil shall be part of the recommendations. solid or fully grouted 12-inch nominal concrete masonry units is SHALL BE DESIGNED TO PREVENT CLIMBING 4 R310.13, AND SUCH DEVICES SHALL BE RELEASABLE OR INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH OF REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less b. Where in-place sills with an allowable bearing capadty of less than permitted. DESIGNED TO WITHSTAND LATERAL LOAD PER than 5 percent or more than 7 percent. 1,500 psf are likely to be present at the site, the al!owable bearing SECTION 160-1.71 OF 2020 RESIDENTIAL TOOL, SPECIAL KNOWLEDGE: OR FORCE GREATER THAN THAT CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION e. See Section R402.2 for minimum cement content. capacity shall be determined b a soils investigation. WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE BUILDING CODE OF NYS AND RESCUE OPENING. LOCAL ZONING ORDINANCE. WALL STUD ®® I FENCEDIFRE pz N� wz OZQ0wj � U WALL HOLD-DOWN HDU5-SDS2.5 BY o 0 o N O ® 51 NOLE POUR c >- Q p = SIMPSON STRONGTIE NAILED a ¢ a ') O z J o _ ® ® RIM J015T dos• INSTALLATION o PORTION U Q o-= W Q =o Q 5/8"Ox12" STEEL ANCHOR F- N N U O p x °- U � Ozzmz3 � - _0 *BOLTS AT 3'-0" O.G. MAX. z z 0 0,� � 3 = O � O E ° FLOOR MIN EMBEDMENT OF '7" O E O A-2 JOIST QU � � � � �o = � � � w >- D:f E Z.i 5EE PLAN -.. 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STUDS 4x4 ACQ INTERNAL POST W/BC4 POST CAP BY SIMPSON H5*PERhACAST COL.AS 01 H54G PER'1ACAST COL.AS SELECTED BY OWNER 2x6 CJ 0161, 2x6 CJ 0 16" SELECTED BY OWNER GUARDRAIL/HANDRAIL AS oc W/SOFFIT oc V SOFFIT GUARDRAILMANDRAIL AS SELECTED BY OWNER AS SELECTED REFER TO REFER TO AS SELECTED SELECTED BY OWNER BY OWNER MODULAR MFG MODULAR h'FG BY OWNER I I DECKING AS SELECTED BY a DWG 4 DWG 4 DECKING AS SELECTED BY OWNER '- FOUNDATION PLAN FOUNDATION PLAN DER W _ - 10 - FRAMED DECK FOR STRUCTURE FOR STRUCTURE FRAMED DECK W STAIR 2x8 ACQ D J. (2)115425 2.OE ML BM. 01545 20E ML BM. s 16"oc 2x8 ACQ D J. STAIR Q U � 235' h FIN. 1st FL. _ � z --- _q-FIN. 1st FL. 235' 4x4 ACQ POST WITH DECK RAIL AS 4x4 ACQ POST WITH (2)2x8 ACQ DECK BM. W e W Z COMPOSITE COL.SURROUND LINE OF PORTICO SELECTED BY e -- t, COMPOSITE COL.SURROUND 08 FACE 1'IOIM -� Q IP4 Z O AS SELECTED BY OWNER ROOF ABOVE OWNER AS SELECTED BY OWNER NArKsER BY SIMPSGN Fu28 FACE MCIM (2)2x8 ACQ , (TYP) (TYP) t200 GRADE_ 2"x 10" ACQ. LEDGER 2"x 10" ACQ. LEDGER HANGER BY SMW DECK BM. ---- _GRADE _ ANCHOR INTO RIM ANCHOR INTO RIM Lz JOIST W/4"x Xs", LAG JOIST W/4"x Y"0 LAG D PC PAD FOR STAIR a SCREWS 6 24" OC SCREWS ® 24" OC I 61 Q ,�� M STAGGERED TOP 4 STAGGERED TOP 4 I Fn �_ 20'- 6,_2„ 4'_3''2" STRINGERS BOT AND ENDS BOY AND + ENDS I PC PAD FOR STAIR �, a 4x4 ACQ POST W/BC4 IF REFER REFER TO REFER TO w U CAP BY SIMPSON I 4x4 ACQ POST W/BC:4 POST FOUNDATION FOUNDATION I 12"xl2 POST FOOTING DRAWINGS DRAWINGS I MATCH BOT OF BLDG GAP BY SIMPSON O W� 14"4 x 36"d PIER FOOTING WI I FTG,WIITH SIMPSON Q SIMPSON IP544 POST BASE I "P544 OFFSET POST „ t O t r O SET ny(TYP) J BASE SET IN.(TYP) x 36 d Pf 4 FOOTING WIITH � I I I I SIMPSON"PB44 P057 BASE FfROF06E D F�OI�l � � H SET IN.(TYP) SCALE: 1/4 ��11 _ -0 z W ('E)' FRONT FORTICO SECTION ( E'�FEAIR FOPRTICO 5ECTION J U 1— 11 W H �-2 SCALE: 144 = �'-�" �-2 SCALE: 11411 = V-oil 0 3 a o cQ `.i REFER TO REFER TO w MODULAR DWGS MODULAR DWGSFOR TYPICAL F FOR TYPICAL v� CONSTRUCTION CONSTRUCTION Q r GUARDRAIL, SEE 41 REFER TO EXTERIOR HANDRAIL N MODULAR DWGS STAIRWAY NOTE 4 34 38 HIGH EXTERIOR OR TYPICAL L IGHT CONSTRUCTION NEW FJ's GUARDRAIL, z EXTERIOR NEW F J,s FIXTURE m BENT #4 X 24"44" 0 STAIRWAY NOTE 4 I REINF BARS Q 12" O.G. W a 8" P.G. BULKHEAD WALL WITH F 04a16" O.C. DIAG. 64alh" 8" P.G. BULKHEAD WALL WITH M O.G. HORIZ. MIN. 2" GONG. '� I 8" P.G. BULKHEAD WALL WITH W N 61 +"4 16" O.G. DIAL. �4 16" 1a 0 COVER 4 DAMPROOFING �'+ �/ (I 04 m 16" O.C. DIAL. -w4 a 16" o O.G. HORIZ. MIN. 2 CONC. ;I (TYP.) SEE ALSO EXTERIOR t' O.C. HORIZ. MIN. 2" CONC. NEW COVER 4 DAMPROOFING NEW STAIRWAY NOTES 244 { y �I COVER 4 DAMPROOFING ~' CELLAR (TYP.) SEE ALSO EXTERIOR 545EMENT I. > II (TYP.) SEE ALSO EXTERIOR w� •- NEW 8" P.G. FND. STAIRWAY NOTES 244 / fl STAIRWAY NOTES 244 aZ WALLS (TYP) N-. P.G. FOOTING SEE P.G. FOOTING SEE NEW 8"x 18" P.C. EXTERIOR STAIRWAY I - EXTERIOR STAIRWAY I, DATE FOOTING W/ 2x4 NOTES 243 NOTES 243 �� II GONG. STAIR SEE FEBRUARY 17,2023 KEYWAY (TYP) I I NOTES EXTERIOR STAIRWAY 4�� P.C. SLAB ON 6 4" P.G. SLAB ON 6 SCALE 243 MIL POLY V.B. FLOOR DRAIN, CONNE MIL POLY V.B. FLOOR DRAIN, CONNECT P.G. FOOTING SEE TO DRYWELL WITH 4" TO DRYWELL WITH 4" EXTERIOR STAIRWAY AS NOTED SOLID PIPE SOLID PIPE NOTES 243 DRAWING T-T-i=. FOUNDATION 5E CT I ON EXT. 5,45EMENT 5T,41 F 5E CT I ON C EXT. 5,45EMENT 5TA 1 fR 5ECT I ON - 11 -- � �� ARCHITECT'S CERTIFICATION A-2 �-2 1 SCALE_ /4 1 -0 �-2 SCALE: 144 11 = 1 1-011 �-2 SCALE: 114 11 = I 1-oil THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,SL/ INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH OF APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE 3 LOCAL ZONING ORDINANCE. 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HANDRAIL REFER PLANS 4 TH PLANS I TO SECTIONS SECTIONS SECtiONSI' FRAMED STAIR 4---, HANDRAIL REFER TO SECTIONS 14"0 POST FTG'S MR r L 14"t POST FTG'S MIN. 36" BELOW GRADE I I I I cn I I I I FRAMED STAIR 4 1 I I 36" BELOW GRADE i I HANDRAIL REFER ct) (TYP) (TYP) J I I L I L J r `' LF TO SECTIONS LT 141 0 POST M'S MIR 36" BELOW GRADE (TYP) - - - - - - - -- - - --- - - --- - -- - - - :L --- - - -- - - - - -- - - -- - - - - -- - - -- - - -- - - -- - - -- — —— — — —— — — ——— — ———— ———— — — — — — — —— — — —— —— — —— — — — —— — --6��m — — — — —— — ——— — — — — —— —— —— — ————— — — —— —— — —— — —— — — — — — — — — — — —— —— — —————— — —— — - NEW FOUNDATIONS 4 FOOTINGS REFER TO NEW FOUNDATIONS FOUNDATION PLAN FOOTINGS REFER TO FOUNDATION PLAN EA&T ELEVATION WEST ELEVATION w o o SCALE- 1/411 1 -011 SCALE: 1/411 = V-011 U Wun W W O 1:4 o � ° o � z O � w � W --------------- REFER TO MODULAR MANUFACTURE DRAHINC- Ls 12 4 co O ul, < % r uj V) REFER TO MODULAR z MANUFACTURE VRAAIN65 ILw rl m HF Ix >6 w mz J L_ (I iI /14 L-7 DATE FEBRUARY 17,2023 "t POST FTG'S M �-14"#POST FTG'S MIN. 36"BELOW GRADE 36" BELOW GRADE (TYP) (TYP) SCALE AS NOTED DRAWING NEW FOUNDATIONS 4 FOOTINGS REFER TO ARCHITECT'S CERTIFICATION FOUNDATION PLAN THIS THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, OF INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL WE,5T ELEVATION CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE 3 SCALE: 1/4o l'—0 LOCAL ZONING ORDINANCE. j 66'-0" ��NDOJ�I SCi��DUL.� h O� z MARK LOCATION MANV=ACTURER MODEL # COLOR GONFORM5 AITH REMARKS = z w u;ZD W - W uj uj o 0 0 EMERGENCY EGRESS _ o O ¢ 3 v WOI BASEMENT ANDERSEN 400 SERIES A31 WHITE N/A _ �" p pp�� W z N 0 w w 15 -6 3 -5 _ 4 _ U z o � o _ uj Y Y 1'-0' 12' 9" 1�'-8" 1 ( 4' 0" 5'-11 - w „ �� W o' vUQw � zN � o- W02 BASEMENT 0 N N w - _ ANDERSEN 400 SERIES 3046 WHITE YES - 0 -wz0 3 8'-10" Z Residential Code of New York State 6- w p Z ", °� m Uj z LINE of Section R308 - Glazing o-- R E W o o Z DECK STAIR R308.1 IDENTIFICATION: E U N p m u_ U C- 00 EACH PANE OF GLAZINC, INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WIT iR c N Z °- U O O of v) ----------------------- -------- -------------- 1 MANUFACTURER'S OR INSTALLER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARf�T� a' u Q ii p Q ----------------------- ----------------------- WITH WHICH IT COMPLIES WHICH IS VISIBLE IN THE FINAL INSTALLATION. THE LABEL SHALL BE OF A TYPE WHICH ONCE PRIED o E 0 I I CANNOT BE REMOVED WITHOUT BEING DESTROYED. cwr i ----------------------- ------------------ 1 Z Residential Code of New York State c' CC 1 ----------------------- ----------------------- 20„ 20„ N cn 1 MIN. MIN. Section R310 - Emergency Escape and Rescue Openings ' °OU V) -----�- /` ----- �- - -----7o d ? R310.1 EMERGENCY ESCAPE AND RESCUE OPENINGS REQUIRED.X. Cq x 8 �G.GI (N BASEMENTS WITH HABI-_ABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ES�CAPE ANCD, '- I V `I/ ABEAM � I/ RESCUE OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGH NOT I `14"-0 x 36"d POST j MORE THAN 44 INCHES ABOVE THE FLOOR. rM ^ • FOOTING WIITH L a R310.1.1 MINIMUM OPEINE� AREA. SIMPSON *PB44 14°4 x 36"d POST FOOTING I t-=.-"""� DOUBLE HUNG CASEMENT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: I OFFSET POST BASE uu WIITH SIMPSON OP544 OFFSET 1 GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. 1 O I WINDOW UNIT � WINDOW UNIT SET IN. (TYP) POST BASE SET IN.(TYP) 1 r-------- X I I I Q R310.1.2 MINIMUM OPENING HEIGHT. W 1 w 624LA THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. ( p m 170 POST FOOTING m - R310.1.3 MINIMUM OPENING WIDTH.MATCH BOT OF BLDG I " � I4 THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES.FTG,WIITH SIMPSON8 ACQ. LEDGER 1 ` ✓ANCHOR INTO RIM JOIST 1 8'A=BEAR'-I _ LINE OF DECK 1 1 BASE OFFSET POST j W4" OC LAG SCREWS 1 1 1 - F.F. EL. EMERGENOCY ESCAPE AND RESCUIE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS U M BASE SET IN.(TYP) 1 24" OG STAGGERED TOP < 1 1 i � A-2 FROST CURB DE SSED 15 _ - BOT AND ® ENDS 1 - I `n -W01- 15 OR TOOLS. I-•-1 FORSLAB OVER - ---- - - -- --- - -- - - - - - - --.- - -- --- - -- - -� - - - - -- - -- - ° d O ° e O I- Q " --- - - - -- -- - - - -- - -- - - - - - _j I 12"A2 POST F00TINCs I ° I I � a a ° e. ° ° . - I MATCH BOT OF BLDG - - --- - - -- - --- - -- - - - - - FTCs,WIITHSIMPSON W a i 'PB44 OFFSET POST I ( I d I REFER TO PLAN FROST CURB i I BASE SET IN.(TYP) I , ------- i A-2 GENERAL FOUNDATION NOTES: 0 FOR KEY NOTES H DEPRESSED FOR 1. REFER TO CODE COMPLIANCE FOR REQUIRED MIN. COMPRESSIVE STRENGTH OF CONCRETE. SLAB OVER Q • N � o I _ 2. ALL NEW FOUNDATION WALLS SHALL BE 8" POURED CONCRETE 8'-0" IN HEIGHT 4KEYED TO A ------ I 8"x16" POURED CONCRETE FOOTING. (UN.O.) H d - ------- 19 d __ _ a I 3. ALL FOOTINGS TO REST ON UNDISTURBED SOIL BEARING OF 2 TON/SQUARE FOOT WITH A MINIMUM OF D D PER MO . WGS PER MOD. DWGS I _ ___ __ _ I 36" OF COVER 191_do 11 ,I 9 -41 9 -4y 6 -6 3/4 1(3'-0Y4 I I 4. STEP FOOTING DOWN AS REQUIRED TO ALIGN BOTTOM OF UPPER FOOTING WITH BOTTOM OF LOWER ---- --- t FTG. MAX. 2:1 (HORIZ.: VERT.) ° I _ I _ I I I 5. PROVIDE AND INSTALL DOUBLE JOISTS UNDER PARALLEL WALLS (TYPICAL) r ' 0 61 I I (FILL 4 TEA P FOR SLAB OVER) ( I `� . _ _ I I _ I I_ I I ,_,•_,,_,,_,,_ W12x40 _ - _ _ _ I 6. ALL FRAMING MEM15ERS COMING INTO CONTACT WITH CONCRETE SHALL BE A MINIMUM OF .40 P.T.P. - I _ _ �T' L. N � I I 4" POURED CONCRETE " I e a I N L-- J L-- J i 1 L - - _J I I -I. PROVIDE (2) 05 REBAR 'v 24" VERTICALLY a INSIDE CORNERS (TYPICAL) SLAB WITH 6x6 10"10 W.W. REINF. ON 6 MIL POLY V.B. OVER 4" THK GRAVEL A I 8. PROVIDE 4 INSTALL "KARNAK" 'ONE-KOTE' ELASTOMERIC LIQUID MEMBRANE WATER PROOFING I I 1 1 # 1 BASE COURSE PER SECT. R5062.2 OF I a I i i i ,4-2 SYSTEM ON ALL FOUNDATION WALLS BELOW GRADE. INSTALL AS PER MANUFACTURERS NYS RES. BLDG CODE. PITCH SLAB I I I 1 1 1 1 I I INSTRUCTIONS. W TO GARAGE DOOR OPENINGS CELLAR 51 411 151-8" I I = 9. BEAM POCKET (TYP). ALL GIRDERS AND BEARING BEAMS TO HAVE MINIMUM 4" OF BEARING ON _ 4" POURED CONCRETE COORD. W/ MODULAR DWGS I I STEEL SHIMS ONLY. PACK ALL BEAM POCKETS SOLID WITH NON-SHRINK GROUT AFTERGIRDERS Q I I C., SLAB ON 6 MIL POLY V.B. I I NEW PREFAB. HAVE BEEN SET. k W I rn I I ( I EMERG. 10. 3 �" DIA. STEEL LALLY COLUMN ON 30"x30"x12" POURED CONCRETE FOOTING WITH 04 R)=BARS '1" 71' 0 Cn ESCAPE O.G. EACH WAY. UN O. '? UP 14'-'i" I I AREAWAY. PEE NOTES. 11. PINE TREAD/PINE 13OX STAIR WITH WOOD RAILS AS SELECTED BY OWNER REFER TO STAIR 4 15 I O O NEW EGRESS I HANDRAIL NOTES ON THIS DWG. I - - --- - - - -- - - -- - - - -- --I ° I BE) CM WINDOW. MIN. 44" Q Z O - - - _ I FROM SILL TO FIN. I JI(,� ~ Q • • Z - - - - _- - -�- - ° - 2 8 --- (TYP) - - -- --- - WINODOW SGHED. I IC"� 12. INSULATE ALL STAIR WALLS, UNDERSIDE OF LANDING AND CELLAR STAIRS. P4 4 e __ I 13. PROVIDE 100 SF, AREA OF 5/8" TYPE 'X' GYPSUM BOARD OVER BOILER a V1 W d. L -- - -- - - -- -- -- - J ° ° L- -- ---- -- - - ---- - - - -d I 14. PROVIDE AREA WAY AT ALL WINDOWS IN FOUNDATION WALL Q O Z U 15 4' C11 15. PROVIDE CORNER HOLD DOWN REFER DETAIL 1 ON THIS DRAWING O Fi I � � 2 x 8 ACQ. LEDGER 1 Z 1 V _ ANCHOR INTO RIM JOIST I O I C,, Q �p W/4"x X"o LAG SCREWS a i LINE OF DECK � f ' ap 24" OC STAGGERED TOP < x BOT AND m ENDS " 1 (2)2"x 8" A.C.Q i 1 (2)2"x 8" A.C.Q i 1 (2)2"x 8" A.C.Q i (2)2"x 8" A.c.Q i 'BE,�- ' ' -C ° BED ' ' J BEAF 17 ' ' 777i; DOOR LOCATION DOOR DOOR 1=RAME LABEL CONFORMS WITH REMARKS L ----- --------a -__ -------_-_--------_ --------- ----- ------- -------- - MARK SIZE TYPE TYPE EMERGENCY ECRE55 1 1 W -� OI CELLAR 2'-8" x 6'-8" HM HM 3/4 HR YES SELF CLOSING WITH WEATHERS�Ti`RIPPING U _� 4110 x 36"d POST ----�.-- -------� FOOTING WIITH NOTE: W 1 __ ____ ___ I SIMPSON 01=544 i I. ALL EMERGENCY EGRESS EXIT DOORS REQUIRED SHALL PROVIDE DIRECT ACCESS FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR WITHOUT OFFSET POST BASE L--- ------------ REQUIRING TRAVEL THROUGH A GARAGE. ALL EMERGENCY EGRESS DOORS SHA-L BE EQUIPPED WITH HARDWARE THAT IS READILY OPENABLE FROM THE SIDE FROM a O LINE OF WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFECT. THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR NOT LESS SET IN. (TYP) D DECK STAI THAN 3 FEET IN WIDTH AND 6 FEET, 8 INCHES IN HEIGHT AS STATED IN "THE RESIDENTIAL CODE OF NEW YORK STATE" SECTION R311. q_2 2. ALL OPENINGS BETWEEN A GARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE RATED DOOR ASSEMBLY WITH A SELF-CLOSING DEVICE AS STATED IN "THE RESIDENTIAL CODE OF NEW YORK STATE" SECTION R309. ,F'G� 1i " ESCAPE WINDOW AREA-WAY NOTES o Q o 20 -0 16 -8 13 -5 15 -11 ►v . t P310.23 WINDOW WELLS p. � PRINCIPAL BLDG PRINCIPAL BLDG PRINCIPAL BLDG THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL si r Q' (06'-0" BE 9 SQUARE FEET, WITH A MINIMUM HORIZONTAL PROJECTION Q O� AND WIDTH OF 36 INCHES. THE AREA OF THE WINE)OW WELL W SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING to � I TO BE FULLY OPENED. FROF05E D FOUNDATION FLAN E_ EXCEPTION: THE LADDER OR STEPS REQUIRED 13Y SECTION - R3102.1 SHALL BE PERMITTED TO ENCROACH A MAXIMUM OF 6 Z SCALE. 1/411 = I,_O z INCHES (152 MM) INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL. o: W R31023.1 LADDER AND STEPS a. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 H W INCHES SHALL BE EQUIPPED WITH A PERNIANENTI-Y AFFIXED LEGEND EXTERIOR NOTES: : STAIRWAY6 4 HANDRAIL LADDERW OR STEPS USABLE WITH THE WINDOW IN THE FULLY _____ N 2020 Residential Code of New York State NOTES: OPEN POSITION. LADDERS OR RUNGS SHALL HAVE AN INSIDE NEW FOOTING 4 FOUNDATION WALL CONSTRUCTION WIDTH OF AT LEAST 12 INCHES, SHALL PROJECT AT LEAST 3 p I. FOOTINGS SHALL BE 16" X 8" POURED INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE -- Table R402.2 Table R401.4.1 Table R403.1 CONCRETE FOOTING W (2) 04 REBAR FOOTINGS 1. ALL STAIRWAYS AND HANDRAILS MUST BE IN THAN IS INCHES ON CENTER VERTICALLY FOR THIS FULL HEIGHT Minimum Specified Compressive Strength of Concrete Presumptive Load-Bearing Values of Foundation Materials MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTING Cinches) SHALL REST ON UNDISTURBED SOIL OR COMPLIANCE WITH THE 2020 RESIDENTIAL BUILDING OF THE WINDOW WELL. NEW WINDOW ASSEMBLY WITH WINDOW TAG .- Minimum Specified Compressive Strength (F' 0 LOAD-BEARING LOAD-BEARING VALUE OF SOIL sf) COMPACT GRANULAR FILL CODE OF NEW YORK STATE SECTIONS R311.'1 Z WI � Type or Locations of Concrete Construction Weatheringpotential PRESSURE 1,500 2,000 3,000 4,000 „ 2. STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR R31032 BULKHEAD ENCLOSURES 2. RETAINING WALL SHALL BE 8 POURED CONC. DEVICE LEGEND DATE Negligible Moderate Severe CLASS OR MATERIAL (PSF) Conventional light-frame construction WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT ACCESS TO 1-­story 12 12 12 12 WALL DOES NOT REQUIRE REBAR IF BACKFILL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE BASEMENT. THE BULKHEAD ENCLOSURE WITH THE DOOR FEBRUARY 17,2023 Basement walls, foundations and other concrete not exposed r stalline edrock 12,000 2-stor 15 12 2 12 to the weather. p 2,500 2,500 500 c HEIGHT DOES NOT EXCEED 3'-11" PROVIDE 04 PANELS IN THE FULLY OPEN POSITION SHALL PRR'�VIDE THE Sedimentary and Foliated Rock 4,000 REBAR 16" O.C. EACH WAY FOR BAGKFILL „ MINIMUM NET CLEAR OPENING REQUIRED BY SECTION R310.1.1. Q NEW SMOKE DETECTOR Basement slabs and interior slabs on grade, except garage c Sand Gravel and/or Gravel 3-story23 17 12 12 �� 3. THE MAXIMUM RISER HEIGHT SHALL 8,V4 AND THE MINIMUM BULKHEAD ENCLOSURES SHALL ALSO COMPLY WITH SECTION SD floor slabs. 2,500 2,500 2,500 Y 4-ird brick veneer over light frame or 8--inch HEIGHTS EXCEEDING 3 -11 . TREAD DEPTH SHALL BE 9". SCALE (GW and GP) 5,000 hollow concrete masonry R311B.82. AS NOTED Basement walls, foundation walls, exterior walls and other 2,500 5,000 d 5,000 d Sand, Silty Sand, Clayey Sand, Silty -s ay 32-5tory 21 1 lb 1 12 1) . THE MAXIMUM RISER HEIGHT SHALL e'4 AND THE 4. ALL HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" NEW CARBON MONOXIDE vertical concrete work exposed to the weather. �• Gravel and Clayey Gravel - s MINIMUM TREAD DEPTH SHALL BE 9". TREADS AND A MAXIMUM HEIGHT OF 38" MEASURED VERTICALLY R310.4 BARS,GRILLES, COVERS AND SCREENS CM DETECTOR Porches, carport slabs and steps exposed to the weather, 2,500 5,000 d,e 5,500 d,e (SW, SP, SM, GM and GG) SHALL BE UNIFORM FROM THE NOSE OF THE TREAD REGARDING LOCATION BARS, GRILLES, COVERS SCREENS OR SIMILAR DEVICES ARE and garage floor slabs y y Y Clayey DRAWING Silt, Silt and Sandy Silt Clay, Sand Clay, Silt Clay, Cla e 8-inch solid or fully grouted masonry AT STAIRS OR VERTICALLY FROM ADJACENT LANDING. For SI: I pound per square inch = 6.895 kPa. _s a- 4. GUARD RAILS SHALL BE A MIN. 36 NIGH 4 RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND " a. At 28 days psi. 2-story29 21 14 12 ARCHITECT'S CERTIRCATION 1,50C� b. See Table R301.2 (1) for weathering potential (CL, ML, MH and CH 3-stay 42 32 21 16 SHALL NOT ALLOW THE PASSAGE OF A 4" THAT SERVE SUCH OPENINGS, PROVIDED THE MINIMUM NET A- I c. Concrete in these locations that may be subject to freezing and thawing during construction shall be a. When sa tests are require y c ion e a owa a U. ere minimum tooting w is me s, use o a singe wy e o DIAMETER SPHERE THROUGH OPENINGS, CLEAR OPENING SIZE COMPLIES WITH SECTIONS iz310.1.1 TO THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, OF air-entrained concrete in accordance with Footnote d. bearinq capacities of the soil shall be part of the recommendations. solid or fully grouted 12-inch nominal concrete masonry units is SHALL BE DESIGNED TO PREVENT CLIMBING 4 R310.13, AND SUCH DEVICES SHALL BE RELEASABLE OR INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less b. Where in-place sails with an allowable bearing capacity of less than permitted. DESIGNED TO WITHSTAND LATERAL LOAD PER REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL than 5 percent or more than 7 percent. 1,500 psf are likely to be present at the site, the allowable bearing SECTION 16TO OF 2020 RESIDENTIAL TOOL, SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION e. See Section R402.2 for minimum cement content. capacity shall be determined b n soils he siti investigation. WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE BUILDING CODE OF NYS AND RESCUE OPENING. LOCAL ZONING ORDINANCE. 3 WALL STUD ®'I I z DIFFERENCE N_ W Z I'ul WALL HOLD-DOWN N o~ w �) HDU5-SDS2.5 BY SINGLE POUR O o o Q ®I SIMPSON STRONGTIE RIM .JOIST NAILED o Q Q O z ¢o _ ®i INSTALLATION v PORTION W � U� Q w < z - �u + U � p > = OQ � O ¢ 5/8"�7x12" STEEL ANCHOR W z w w w o �_ W ~ �Ozzmoz LL 'BOLTS AT 3'-0" O.G. MAX. w -, _ - - FLOOR v Z z O E � ° MIN EMBEDMENT OF 7" O �O�. � � = O �O A-2 JOIST � zOz < 6p—_ I-- SEE PLAN 0 o W _ �„ w 0 0 • .,; 7N U v Np5 1 azo �W0U — L U0 0 Q CL 0 Q Ir— —————————————————————————— —————————————————— — e 121 \ / ° d ONE #4 MUD SILL MIN• REBAR IN FIZOM . SHEAR GONE N i i d< •. . . d . , Simpson Strong-Tic ^ • c i p h+y • Ffi'AHD � I � • � � - ° a � Mai -wi;6qjIvj pig all — _;a ANCHOR E30LT DETAIL HOLD DOWN DETAIL � >1 1) NTS NTSRx w t e AALL HOL: 0;CAN �' • N.T.S. (SIN(5LE or TWO STORY) W UIln M H-•1 L__ r� O O REFER TO MODULAR MAN,F. v . O DRAWINGS FOR NEW BUILDING 2"x 10" ACQ LE 2"x 10"ACQ LEDGER W a a FASTEN TO EXT.STUDS FASTEN TO EXT,STUDS w a ASPHALT SHINGLES ON TOP OF 150 HALT SHINGLES ON TOP OF 150 �-� O FELT ON�" COX PLYWOOD DECKNG. FELT ON)9"CDX PLYWOOD DECKNG. Q� FRO FO 5 E D FLASHING UNDERR SONG REAR DECK � INSTALL ALUM. NG t STEP REFER TO REFER TO INSTALL ALUM.FLASHING t STEP AS I�Q'D MODULAR MFG MODULAR MKS FLASHNG UNDER SIDING AS I;ZEQ'D SCALE: 114" = V-Ja" z DWG t FOUNDATION PLAN FOUNDATION PLAN 26 RR 6 16"oc FOR STRUCTURE FOR STRICTURE 2x8 RR 0 1610c WRAPPED FASCIA — WRAPPED FASCIA OA.15425 2.0E ML BM WRAPPED 5 12 12,4 12�.'154.5 20E ML BM WRAPPED REFER TO MODULAR MANUF. 4x4 ACQ INTERNAL POST W/BC4 2"x 8" ACQ. LEDGER 2"x 8" ACQ. LEDGER I h'(AWINGS FOR NEW BUILDING4x4 ACQ NTER44 POST W/BC4FASTEN TO EXT. STUDS FASTEN TO EXT. STUDS POST CAP BY SIMPSON POST CAP BY SIMPSON W54G PER'1ACAST COL.AS H5*PER'1ACA5T COL.AS SELECTED BY OWNER SELECTED BY OWNER 2x6 CJ a I6" 2x6 CJ 0 I6" oc W/$OMIT GUARDRAILMANDRAIL AS I I SELECTED BY OWNER AS AS SELECTED RJR TO REFER TO S W/SOFFIT SELECTED BY OU)NER I � SELECTED BY OWNER AS SELECTED BY OWNER MODULAR MFG MODULAR MKs BY OWNER --- DECKNG AS SELECTED BY �R r• DWG t DUKs t -0" DECKING AS SELECTED BY _ FOUNDATION PLAN FOUNDATION PLAN w OWNER FRAMED DECK FOR STRUCTURE FOR STRICTURE - - STAIR 2�x16"ACQ DJ. 2x8 ACQ DJ. T FRAMED DECK O Q 0.15xW5 20E ML BM. OA.1545 20E ML BM. STAIR . . . . . . . J_ I --------------- -------------- 4x4 ACQ POST WITH DECK RAIL AS 4x4 ACQ POST WITH (2)2x8 ACQ DECK BM. FIN 1st FL 135' W W COMPOSITE COL.SUI�ROUNp SELECTED BY a 1#118 FACE MOIM O LINE OF PORTICO v COMPOSITE COL.SURROUNDL z AS SELECTED BY OWNER ROOF ABOVE OW R AS SELECTED BY OWNER HANGER BY S PSON Q8 FAQ MW (2)2x8 ACQ , , U (TYP) (TYP) 40.0-' GRADE_ 2"x 10" ACQ. LEDGER 2"x 10" ACQ. LEDGER wo:BY 5MWA DECK 5M' t201d' 4-� F"{ 4� ANCHOR INTO RIM ANCHOR INTO RIM ____ -� D {�— - P/ 4, JOIST W/4"x h"m LAG JOIST W/4"x,)6"O LAG i w Uj p ` e SCREWS Q 24" OC SCREWS 24" OC I 61 PC PAD FOR STAIR I a 20'- A-2 6'-21� 4'_ " STRINGERS BOT AND 0 ENDS BOOO D STAGGERED TOP t ENDS I PC PAD FOR STAIR a 44 ACQ POST W/5C4 P STRINGERS CAP BY SIMPSON REFER TO REFER TO Z " 4x4 ACQ POST W/BC4 POST W U 1� FOUNDATION FOUNDATION I xl2 POST FOOTING CAP BY SIMPSON O W DRAWINGS DRAWINGS I MATCH BOT OF BLDG ,-- Q 14"4 x 36"d PIER FOOTNG WI I FTG,WIIN SIMPSON Q SIMPSON OFB44 POST BASE I 11544 OFFSET POST x 36"d PIER FOOTING WIITH SET IN.(TYP) ERASE SET R(TIP) SIMPSON OPB44 POST BASE FROFC&E D FRONT f'ORT 1 CO H SET IN.(TYP) Sc,4LE: 1/4" _ V-0" z D FRONT FORT I CO SECTION } PORTICO SECTION W /� J —2 SCALE: 11411 C ,'-,air 1`—'t-2 SCALE: 14411 � 1'—oil W I- 0 3 a o CIOT REFER TO REFER TO ►� ..;, MODULAR DWGS MODULAR DWGS FOR TYPICAL TYPICAL O� � CONSTRUCTION CONSTRUCTION QGUARDRAIL, SEE REFER TO EXTERIOR �-HANDRAIL w MODULAR DWG. STAIRWAY NOTE 4 EXTERIOR 34"-38" HIGH rn LIGHT z OR TYPICAL Z CONSTRUCTION NEW F.J.'s GUARDRAIL, FIXTURE W EXTERIOR NEW F.J.s STAIRWAY NOT 4 RE NF BARS 2 'I EO.C. w a 8" P.C. BULKHEAD WALL WITH , 04 616 O.C. D IAG. ,84 a 16" 8" P.G. BULKHEAD WALL WITH O.C. HORIZ. MIN. 2" CONIC. '� I -8" P.C. BULKHEAD WALL WITH m N 0 114 s 16" O.G. DIAL. e4 a Iro" �< 0 COVER d DAMPROOFING �'� ,�/ II 04 10 16" O.C. DIAL. e4 * 16" o O.G. HORIZ. MIN. 211 CONC. ;I. Lu� (TYP.) SEE ALSO EXTERIORto O.G. HORIZ. MIN. 2" CONC. to NEW COVER E DAMPROORNG t NEW STAIRWAY NOTES 2t4 y GI • ��. (I COVER t DAMPROOFING CELLAR (TYP.) SEE ALSO EXTERIOR 8,4SEMENT I ., j CTYP.) SEE ALSO EXTERIOR wo NEW 8" P.C. FND. STAIRWAY NOTES 244 fl STAIRWAY NOTES 244 Z WALLS (TYP) •� P.G. FOOTING SEE P.C. FOOTING SEE L• •� NEW 8"x 18" P.C. EXTERIOR STAIRWAY I; - , . EXTERIOR STAIRWAY I �I DATE -GONG. STAIR SEE FOOTING W/ 2x4 NOTES 243 NOTES 243 I.I EXTERIOR STAIRWAY FEBRUARY 17,2023 KEYWAY(TYP) MI P.C. SLAB . 4 NOTES 243 6 AIN " (o P.C. SLAB ON SCALE MIL POLY Y.B. FLOOR DR , CONNE MIL POLY V.B. FLOOR DRAIN, CONNECT P.C. FOOTING SEE AS NOTED TO DRYWELL WITH 4" TO DRYWELL WITH 4" EXTERIOR STAIRWAY SOLID PIPE SOLID PIPE NOTES 243 � Tom '. FOUNDATION 5E CT I ON EXT. 5,45F-IENT 5TA I R 5E CT I ON C EXT. 5A5EMENT 5TA 1 R 5E CT I ON DRAWING _ ARCHITECT'S CERTIFICATION A-2 2 6C�ALE• 1 411 _- I1-011 �-2 SCALE: '44 11 _ �'_Q)�� SCALE: 1/4 11 = I I-011 THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, OF INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL /'� CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION Jl MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE LOCAL ZONING ORDINANCE. w ZN N O Z _ ---- - -------- - ---�— G -- = QLuLu w - w --_ CC N 1- Q Z N Q > U o, < < OOOQOmS W w - U < 7- Z � S" CL ° > = � oQ= oQ ------- ui - W w w oLL _ w ~ � LuU-Uzzm Z O Z3LL �j-, OLLF2 � =0o0 ? � Z0z ¢ 0� � � Umw � U � � U� � oQz o0 - 0" = ~ UO�OU _ � Z w _ - w 0 W w < ILO ---- ---- - ------ -- FER TO MODUL.AR I L h W MAI�UFAGTURE DRA I NGS --j � r., I PORTICO ROOF. PORTICO ROOF. PORTICO ROOF. REFER TO SECTIONS REFER TO SECTIONS -- - ---- __-- -_-- - -- - ___ -- - REFER t0 SECTIONS ------------- - -----— 12 4 W o - ----- — - 5 REFER TO MODULAR O ---- - --.----- -- MANUFACTURE DRAWIN05 — H546 F'ERMAGAST - ---- - BY OWNER F'ERMAGAST - — -- HBd 6 PERMAGAST DECK RAIL AS m --GOLSI AS SELECTED " GOL5.AS SELECTED SELECTED BY w O �l L_.. R U VNNER j BY OWNER —_- OWNER ►,�--++ . O 1 —� -- REFER TO DECK w x RE ER TO MODULAR =DE RAIL AS II f rlr DECK RAIL AS - L SELECTED BY p II SELECTED BY SECTIONS W a MANUFACTURE DRAWINGS OWNER OWNER STAIR L— O E-+ REFER TO DECK REFER TO DE HANDRAIL 1i-- FRAMEDDI REF R PLANS t - - PLANS t TO SECTIONS SECTIONS SECTIONS l_ — FRAMED STAIR t - --- ----- ----------- --- HANDRAIL REFERJL ► 'i TO SECTIONS 14"a POST FTG'S MIN -�I I 10 Z i I I I I 14"o POST FTCx's MIN- I I e z I I I 36"BELOW GRADE I I I i m I I I I FRAMED STAIR t l I I 36" BELOW GRADE (TYP) L r J L_ L_ J HANDRAIL REFER J I (TYP) J TO SECTIONS IT ( L I I L_ L -i i i L144 POST FTG S MIN. 36" BELOW GRADE (TYP) — — — —— — — —— —— ———— — — ——— — I L -- - - - - - - - - -- - - - - - --- - - - - - � -- -- ---- -- ------ - - - - - -� -- --- - -iL - - - - - - - -- - - - - - - -- - - � �- - -- - --- -- - - - - - - -- - - - - -.-- - -- - - - - - - - -- � NE-W-FOUNDATIONS--- 4 - FOOTINGS REFER TO NEW FOUNDATIONS t FOUNDATION PLAN FOOTINGS REFER TO FOUNDATION PLAN T I ON w r45�" �ELEVATION WE5T ELEVATION w z o 5CALE: 14 — 11-011 SCALE: 1/4" = I'-01" w � o w W � w C) o � -------- ------- --I ,- J f a: 3 o LLREFER TO MODULAR a MANUFACTURE DRAWIN 5 K ----------- --- - CQ .^ Z ---- W `1 O -- - Q Im REFER TO MODULAR z MANUFACTURE DRAWINGS 0: 0. Ld Ld P 1, Ld Ld _._ -- —_--__..--- —_ --------- —1 r Q \ o m Wo I I I O:z I Z14 . � DATE "m POST FTG'S MIN 14"b POST FTG'S MIN. I I FEBRUARY 17,2023 36"BELOW GRADE 36" BELOW GRADE (TYP) (TYP) I I SCALE AS NOTED - - - - - - -- - - --- - --- - - --- -- - --- - - - - - - - -- ----- - ---- ---- - - - - - --- - - - - -- -- - - -- -- - - -- - - - - - - -� DRAWING NEW FOUNDATIONS 4 FOOTINGS REFER TO ARCHITECT'S CERTIFICATION A-3 FOUNDATION PLAN THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, OF INFORMATION AND BELIEF,THE PLANS ARE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 2020 INTERNATIONAL RESIDENTIAL /'1 WEST ELEVATION CODE OF NEW YORK STATE,THE 2018 WOOD FRAME CONSTRUCTION Jl MANUAL(WFCM) &THE 2020 I.E.C.C.,NFPA 70 STANDARD AND THE 5CALE: 1/411 = V-011 LOCAL ZONING ORDINANCE. WMH DRAWING TOTAL AREA = 2080 SQ. FT. LIST , — DETACHED SINGLE PAGE # OCCUPANCY CLASS — FAMILY DWELLING Z 1 ELEVATIONSCONSTRUCTION TYPE = WOOD FRAME Q i, UNPROTECTED Z � — 2 FOUNDATION PLAN On GROUND SNOW LOAD = 40 LB/SF F o p o 3A 3B FLOOR PLAN SEISMIC DESIGN CAT. = C , o e ' Z •� u- 3WA 3WB BRACED WALL SOIL SITE CLASS = D a� m L PLAN � 4 CROSS SECTION WIND SPEED (vult) = 136 M P H a. 5A, 5B PLUMBING PLAN EXPOSURE CATEGORY = B 6A, 613 ELECTRICAL PLAN FLOOD ZONE: YES = X � 8 STD. NOTES 8c DETAILS PER FEMA MAP # 36103C0069H ....�• -R. �,}...�?. NUMBER STORIES = 2 FLOOR LIVE LOAD 1 st FL. = 40 LB/SF ; 2n d FL. 30 LB/SF CLIMATE ,ZONE 4 (5572 HDD) N N Q Q cq N \� DESIGNED TO THE FOLLOWING: NOTES: a 0^^'' 131 • 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND 1. ALL ITEMS NOTED AS "B/P" REFER TO THE BUILDER AND/OR PURCHASER OF THE ^N a BUILDING CODE (WHICH INCORPORATES BY REFERENCE) 2oBEP SHALL v � • 2020 RESIDENTIAL CODE OF NYS / L BE RESPONSIBLE TO SUPPLY AND INSTALL ALL MATERIALS ON SITE IN z � N �, ACCORDANCE WITH MANUFACTURES SPECIFICATIONS AND STATE AND LOCAL CODES Q W • 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: ALL PORCHES, DECKS, w • 2017 NATIONAL ELECTRICAL CODE STAIRS, RAILS AND GUARDS, FIREPLACE AND CHASE, EXTERIOR FINISHES, WIND IVA BORNE DEBRIS REQUIREMENTS, SIDING AND ACCESSORIES, FASCIA AND SOFFIT --t 00 MATERIALS, ALL SUPPORTING STRUCTURE FROM THE BOTTOM OF THE MODULES TO N NOTE: GRADE AND BELOW, ALL PLUMBING PIPING BELOW THE 1ST FLOOR SHEATHING �"' cn UNAUTHORIZED ALTERATION OR ADDITION TO (INCLUDING CLEANOUTS), HOT WATER HEATER, ALL ELECTRICAL SERVICE TO THE ry I . 1 E o M THIS DRAWING IS A VIOLATION OF SECTION 7209, PANEL BOX LOCATION, ALL EQUIPMENT REQUIRED FOR HEATING AND COOLING OF LLJ '' 00 ARTICLE 145 OF THE NYS EDUCATION LAW. THE RESIDENCE NOT INSTALLED BY WMH. Q °' 0 bJ = Z 1 0o 3. B/P SHALL BE RESPONSIBLE TO COMPLETE TO FOLLOWING ITEMS PARTIALLY DONEO Q z PROJECT ADDRESS IN THE FACTORY: INSTALL PANELIZED WALLS, INSTALL CRICKET, CONNECT PLUMBING _ _ x VENT THROUGH ROOF, CONNECT PIPING TO HOT WATER HEATER, INSTALL GWB AT C� W o o o -� .�''y 1095 RYDER FARM LANE MATING LINE, INSTALL ALL WIRING AND BREAKERS TO ELECTRIC PANEL BOX AND o o ORIENT POINT, NY 11957 LOCATE ROOF TRUSS TYPE SIGNAGE (SUPPLIED BY WMH AND INSTALLED ON SITE Bfn " W N a _ O (IfO a) B/P) AT THE ELECTRIC METER. "SUFFOLK" COUNTY 4. ALL CUTTING, BORING, AND NOTCHING OF STRUCTURAL MEMBERS SHALL BE J o rn � � M DONE IN ACCORDANCE WITH R502.7, R602.6, R802.7 OR AS APPROVED BY A f� ry �/ � W H co NOTES: QUALIFIED DESIGN � PROFESSIONAL. o - o,� 1 . THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND p000 CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE > > LIJ a� DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2022-104. ANTHONY S. P I SARRI , P. E. P. F. S. CORPORATION Q z M 2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN w - - Q COMPLIANCE WITH CHAPTER 11 OR THE CODE. DESIGN PROFESSIONAL 3RD PARTY INSPECTION AGENCY o~ 0 0 � ®® 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN 3 P,OSALIND DRIVE 417 CENTRAL ROAD SUITE 2 z Y � 0 0 ACCORDANCE WITH N1102.4.1 .2.RATING COMPANY TO BE USED IS GLENN HOOPER, PO BOX COR W TLANDT MANOR, NY 10567 A 17815 o 0 NA 1013, SMITH TOWN, NY 11787. (570)BLOOMSBURG 784 P-8396 Q Y Z U 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE (914) 739-6580 < c ow o O BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF PER TABLE M1505.4.3(1 ). WITH A z U 0) ll:�Cc MINIMUM CONTINUOUS FLOW RATE OF 45cfm. Q J C . N 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON M o�„� THIS LOT. o O LLJ w =� I w �g z - � az Q a� z)oLf 0 o� OVERHANG DIMENSION (*) HOUSE WIDTH ROOF PITCH 24'-0" 26'-0" 30'-0" 27'-8" 31'-8" NOTES: 5/12 16" 11" 16" -DELETE SIDING AND CORNERS 7/12 16" 11" 16" -DELETE SOFFIT AND FASCIA MATERIALS NOTES: 9/12 12" 11" 12" 1. ALL EXTERIOR STAIRS, LANDINGS, RAILS, & GUARDS TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE BY B/P PER R31 1.7, 312.1, & R303.8 U 12/12 8 3/4" 8 3/4" 8 3/4" 2. ALL STAIRWAY ILLUMINATION AT EXTERIOR DOORS TO BE PROVIDED BY WMH W PER R303.8 (� Q Z NOTE: O VENT FLASHING SHALL BE INSTALLED AT VENT PIPE PENETRATION PER R3103.3 U W Y) Z Q 12 a - �7 12 0 RU SES ® 12"O.C. Of RUSSES O 12' .C. TO A COM DRIFT LOAD TO ACCOM DRIFT LOAD 7 4 7 J r jJ r 12 U EGRESS OD 6 co PORCH BY B/P It1, '. co04 PANELIZED GARAGE BY WMH E ESS N m I I I I m N ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE m j j Q o Q DESIGNED, SUPPLIED AND INSTALLED BY B/P I RIGHT ELEVATION I o FRONT ELEVATION ^' SCALE. 1 /4 =1 -0„ NZ 0 PORCH/DECK NOTE: c 0o Y `" ABILITY FOR MODULAR STRUCTURE TO _ w SUPPORT PORCH/DECK ROOF IS NOT Q Li 0fk o PART OF THIS APPROVAL AND SHALL BE LLN DETERMINED BY A DESIGN PROFESSIONAL ON SITE AND REVIEWED BY LOCAL PLUMBING VENT 12 AUTHORITY HAVING JURISDICTION "Itrn 00 STACK 7 I - to c0 C/) I CD cq wr L— OroO f— Z 00 � Z lM/Q ) �O�O 12 G/ a x 7 g N WZ � - E S G S 3: Q O w0 PANELIZED GARAGE BY WMH w to w v PANELIZED GARAGE BY WMH o O o o Cn cn o N = CV Q C3� (n M ❑❑❑❑❑❑❑❑ [OEM ,� a, Nco ❑❑❑❑❑❑❑❑ - o o LLJ > c "Lo 't ❑❑❑❑❑❑❑❑ o �,co < - > I I I I I ui —1 Z Q � e � LEFT ELEVATION I I REAR ELEVATION p 0 0 I I I I Z O O SCALE. 1 /8 =1 -0 I I SCALE. 1 /8 -1 -0 I z Y0� Y � o � Q) NA� Q Y � �LI_I o o UCn z 0� AV __j �- Of(nwo�z¢ :m LLJ N "' �W o W cn Ujcr: � O�:1 =) 00M .O- - II 66'-0" 20'-0" 46'-099 15-6 1/2" 3'-5 1/2"1'_ " PL=3275# PL=3275# W=1252 PLF 0 I o N I FOUNDATION WALL BASEMENT FOOTING NOS [EXCAVATED] COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; �0 5 �I OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 10'-0" 0 I ih GARAGE W=700 PLF PL=7340 W=1472 PLF [UNEXCAVATED] 19'-9' 26'-3" * * ** ** ** ** o ,I I PL=3670# IIr— --I rII I r— --I F, N " �--�I- - ao O 9 I I-T-I 0# L N PL=367 L---J �LALLY COLUMN I I I I I I I I COLUMN FOOTING I I I I LJ-L POST BY B/P og00, 0 (9 ' 19'-4" 1 - I I I I I I W=1252 PLF o I 20'-0" 16'-8" 13'-5" 15-11" FOUNDATION NOTES: 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPARATION. 3) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE WITH 8"x8" TOP PLATE. THICKNESS LOADS GIVEN.OF THE TOP PLATE SHALL BE DESIGNED BY PE/RA TO THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: SUPPORTAR KNOLLS Gus Lol_os DETACHED SINGLE 4) MINIMUM COLUMN FOOTING22197 CEDAR FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. FAMILY DWEWNG PRODUCTION No. 900 MARCONI AVE SITE: CONST. TYPE: 5) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 UNPROTECTED ht 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND �`� ���� _� �;_� �'"� REVISION DAIS DESIGNER: INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO `� �C�= ~J --_ tom'~>F CTM PROTRUSION ABOVE TOP OF SILL PLATE. j 1��ti: . .. _`�' - �4* RC 01/06/23COEOIVIAE DATE: 7) FOUNDATION ANCHOR BOLTS TO BE 1/2"0 MINIMUM AND SHALL BE EMBEDDED , ' - .. �i 11 10 22 FOUNDATION PLAN A MINIMUM OF 7" INTO CONCRETE OR GROUTED CELLS OF CONCRETE f I# S AL FOUNDATION, LOCATED WITHIN 6" TO 12" OF EACH END OF THE SILL PLATE AND I; j ' ?` 1 4 = 1 -011 i, c SPACED ® 72"O.C. (OR ANCHOR STRAP EQUIVALENT) PER R403.1.6 Westchester ^r PAGE: 8) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE DATE CHECK , kh hh, 11 a stc h e ste r Modular Homes In c BASEMENT STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE _ ,` f ► 30 Reagans Mill Road, Wingdale, New York, 12594 WITH ALL APPLICABLE ENERGY CODE REQUIREMENTS Tel (845)832-9400 Fax (845)832-6698 71 GARAGE WALL FASTENED TO STUDS 8'-6 1/8" 13'-4 7/8" 46'-0" 12'-0 1/4" 6'-11 3/40' 5°_1 IN HOUSE WALL W/ (2) 16d NAILS ® 16"O.C. VERTICALLY (TYP) -GARAGE WALL PANELS ARE SHIPPED LOOSE. 3275 AND INSTALL ON SITE EXT. # (3)2x10 HEADER 3275# (2)2x10 HEADER -ALL INTERIOR FINISHES, ELECTRIC, AND SYSTEMS VENT (1)2x6 2-C 235 (1)2x6 NLGD 0611 DES11 BOLT 30 2 CONNECTIONS ARE TO BE COMPLETED BY B/P -ALL CONSTRUCTION AND INSTALLATION OF DX28 PANELIZED GARAGE IS TO BE INSPECTED AND S L 2436 2 36 2436 —� APPROVED ON SITE BY LOCAL CODE OFFICIAL S2 6 I I - L-- 04 pX 0 i i o o m t o \_ I CAR D824 BWBT18 DSB36 DW "REP B30 I� p I M I I rn NDP KIDELU E CABS Q TILE 62sf -PLYWOOD ENDSw R/H VENT TO I -RAISE_CAB'S 3/4' I >Z M I_ O GO UP THRU CAB _c.r6P4 SINK, FAUCET a B/P V61 i o O IN CLG AND OUT B33 B30 MC14 o " }ATTIC - Lik I M I 4'-0" O 21 I 28sf 00 N I m 1 IL--A \ FLUSH C-TOP BY B/P PANELIZED GARA E to REP90 DINING A BY WMH ___-- DA ❑ ALL FIRE SEPARATION BETWEEN 3670# to 15'-9" x 13'-0 1/2" GARAGE AND HOUSE TO BE D NE 0 (2)2x6 KITCHEN I O M 0 V60 SITE BY B/P IN ACCORDANCE WITH o I Z TILE 2020 RC NYS SECTION R3 .6 M REP90 13'-3" x 13'-0 1/2" 3670# 1 r1 - ow o (2) 9 1/4; MICROLAM-2ND FL (PER SIDE) (2)2x4 J�D26 fl41sf 00 �m o r7 3/8"x14' FLITCH PLATE PREP-2ND FL D26 04 I - - - - r I w (2) 5 1/2" MICROLAM-CLG (PER SIDE) 04 In (n O rn 19'-0" �/- N � 00 s io X 3670# ,a� �F�A Q (2)2x6 >_ R-11 INSUL = ram----- I I 00 O\. M co J LO I I I r "�L�w �2 I I I 00\ I I I X0°0 LIVING I °' I I I e LYZ 11 N SASA 15'-10" x 13'-0 1/2" i M S TR B D R M M 2 32 2 32 I N o 15'-6" x 13'-0 1/2" 0 1 5'-6" g'-6" I J(2x10-H ER Q " (2)2x10-HEADER DX302 (2)2x10-HEADER 0 263SL S108 263SL EGRESS N 2-3 56E THUM LATCH 2-3 56E 1" 8'-4" 8'-4" 6'-8 1/2" 6'-8 1/2" 7'-11 1/2" 7'-11 1/2" 20'-0" 16'-8" 13'-5" 15-11" B_/ ONSIBLE TOO MAINTAIN TO VENT F/P TO AINTAIN FIRE EXTERIOR _j (B/P IS RES ANDERSEN 400 SERIES WINDOWS W/ 2 2 GRILLES P SEP. BTW CHASE & GARAGE) (MUST BE INSPECTED AND APPROVED BY -12" O.C. FLOOR FRAMING IN KITCHEN, DINING AND LIVING THE LOCAL BUILDING OFFICIAL) -ZIP EXT. & OSB M.WALL SHEATHING 4' -4" -4' -4' NOTE: ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" 20'-8" WINDBORNE DEBRIS NOTE: ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF 5/8"0 HOLE GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED 3/8 x 14 FLITCH PLATE DETAIL STAGGERED 1) WINDOWS SHALL BE PROTECTED FROM WIND BORNE DEBRIS WITH FALL PROTECTION SUPPLIED AND INSTALLED ON FASTEN FLITCH BEAM & MICROLAMS TOGETHER W/ 16"O.C.(TYP) IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE SITE BY B/P IN ACCORDANCE W/ R312.2 1 /2"0 THREADED RODS W/ BOLTS & WASHERS SECTION R301.2.1.2 EXCEPTION, THE BUILDER/ PURCHASER SHALL BE EXTERIOR PROTECTION,EINC UDING THE FOR GFASTENING.THE UIRED THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: 22197 CEDAR KNOLLS Gus LOLos DETACHED SINGLE 2) WINDOW AND EXTERIOR DOOR DESIGN PERFORMANCE FAMILY DWELLINGRATING SHALL CONFORM TO IRC SECTION R301.2.1 PRODUCTION No. 900 MARCONI AVE SITE- CONST. TYPE: RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 UNPROTECTED LIGHT 8c VENTILATION SCHEDULE (SF) REVISION DATE DESIGNER: LIGHT VENT RC 01/06/23 COEOIVIAE CTM — L DAT�: ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED Y ` 11 10 22 .. n. FIRST FLOOR PLAN SALE: LIVING 206 16.5 25.8 8.24 18.99 1 4 = 1 -0 DINING ROOM 205 16.4 22.91 8.2 16.72 �{' F `. '��' ' � , � � Westchester Modular Homes Inc PAGE: KITCHEN 173 13.8 16.0 6.92 14.4 I DATE CHECK =, e ,. . '1 I 1 I 30 Reagans Mill Road, Wingdale, New York, 12594 rMSTR BDRM 202 16.2 t30.98 8.08 6.63 _ f Tel (845)832-9400 Fax (845)832-6698 30'-0" 4'-1" 6'-3" 11'-3" 4'-10" 3'-7" 3046 3046 3046 3046 EGRESS EGRESS I I EGRESS EGRESS I I I i I I BDRM 3 m � BDRM 4 13'-5" x 13'-0 1/2" i 10'-3" x 13'-0 1/2" o I I o LINEN BF30 cn J_CW4 N N I — i RAIL BY WMH j Ir __ _-AT`T1.0 P-D'S p 1 1 25.1/'x,54" I � I m I D26 M 4 � o ❑ BDRM 2 TILE o co 12'-6" x 12'-11 1/2" 30sf OE Z o� x (2)2x10—HEADER co EGRESS 24 2T 2432 2— 046 1/2" (2)11 1/4"MICROLAM HDR x 22'-9" 5 1 „ „ , „ „ ?� 2x6 TOP PLATE W/ 2X12 IN BETWEEN 8 —4 8 —4 2 —9 6 —6 4—1 ..*''-**--*'*"* :*":*:.:::::::.: ::::::::: 16'-8" 13'-4" FASTEN SHEATHING TO FASTEN TOP PLATE HEADER WITH 8d TO HEADER WITH COMMON OR GALVANIZED TWO ROWS OF 16d BOX NAILS IN 3" GRID SINKER NAILS AT 3" cfl PATTERN AS SHOWN AND O.C. I" 3 O.C.IN ALL FRAMING BLOCK SPLICES IN W MEMBERS SHEATHING. SPLICES CA MUST OCCUR WITHIN __ 1- VSIMPSON CS20 24" OF MID HEIGHT. --- 00 STRAP W/ (7� 8d NAILS EACH ND MIN 3/8" THICKNESS (10001b MIN) WOOD STRUCTURAL (1) 5/8"0 ANCHOR BOLTS PANEL SHEATHING WITH 2 x2"x3/16" WASHER I I I I I I I I '-4 1 12" 16'-3" 3'-4 1/2" 23'-0" METHOD CS—PE — PORTAL FRAME THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: SINGLE GARAGE 22197 CEDAR KNOLLS cus LOLos DETACHED FAMILYDWELLING PRODUCTION No. 900 MARCONI AVE SITE: CONST. TYPE: RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 UNPROTECTED LIGHT 8c VENTILATION SCHEDULE (SF) REVISION DATE DESIGNER: LIGHT VENT ?;;` ;�` ;� :Y. RC 01/os/23 C ®-L ®IVIA L CT M — L D±1 ) ROOM AREA REQUIRED SUPPLIED REQUIRED SUPPLIED0 22 1. SECOND FLOOR PLAN BEDROOM 2 162 12.96 20.6 6.48 11.46 �' _ �I SCALE: -071 BEDROOM 3 175 14.0 20.6 7.0 11.46 !` PAGE: BEDROOM 4 134 DATE CHECK Westchester Modular Homes �f1C 10.7 20.6 5.36 11.46 30 Reagans Mill Road, Wingdale, New York, 12594 ®� Tel (845)832-9400 Fax (845)832-6698 OJ O7 3 20'-0" 46'-0" t t 15-6 1/2" 4'-11 7/8" 6'-10 5/8" 7'-7" 3'-11 1/2" 31-6° WALL A 5054# I I I I I I I N \ /-j T- i it I , � I 1 M N I I C14 N ❑ O I I , I I � PANELIZED GARAGE DINING _____ Ej I I O KITCHEN J ( Q 505 00 O Ia_ — — — — — I i- U) N () 505 M 00 I d- I O OP I 'I LIVING I 9054 ; M S TR B D R M 800# i� I o I I 5054# 800# WALL B 4'-3" 6'-0" 4'-9" 5'-1" 5'-1" 3'-10" 3'-10" 4'-8 1/2" 4'-8 1/2" t t 136 MPH WIND ZONE THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: SHEARWALL LEGEND 22197 CEDAR KNOLLS GUS LOLOS DETACHED SINGLE FAMILY DWELLING ALL FIELD NAILING IS 12" OC PRODUCTION No. 900 MARCONI AVE SITE: CONST, TYPE: INTERIOR GWB FASTENED WITH ADHESIVE PER RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME MANUFACTURER'S SPECIFICATIONS. GWB ORIENT POINT, NY 11957 UNPROTECTED o,�r y d ADDITIONAL LATERAL LOAD RESISTANCE: 100PLFC. }� ��� J t=",� REVISION DATE IDESIGNER: RC 01/06/23C ®-L O-NIA -L CTM - L SHEAR WALL-730plf 1�:�. _ `r -^ DATE: EDGE NAILS: 8d COMMON NAILS ® 3"o.c. ti ' `° 11 10 22 =; WALL BRACING > » —� HOLDDOWN LOCATION _ ,t =; �i SCALE_ LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) �; `:'!.' PAGE: 1 -0 F Westchester Modular Homes Inc DATE CHECK I I 3WA h1i I Ij 30 Reagans Mill Road, Wingdale, New York, 12594 - Tel (845)832-9400 Fax (845)832-6698 CS-WSP BRACING UNLESS NOTED Braced Wall Lines - Second Floor of a Two Story Wall Bracing North/South Direction Story Height: 9 It Adjustment Factors: Story height Factor Walls Factor Exposure Factor Eave Ridge Factor Blocking Omission Factor 0.95 1 1.3 1 2 ._I J Wall Line Spacing Required Braced Required Braced Walls Bracing Required to Braced Walls Blocking Required J [ J Wall ft Tabulated ft Adjusted Omit Blocking Provided ft at Horizontal Seams Q Wall#1 30 7 ft 1 8.6 ft 17.3 27.6 ft NO Passes \ 30'-0" Wall#2 30 7 ft 8.6 ft 17.3 27.6 ft NO Passes j 3 " 8'-1" Wall Bracing East/West Direction 2'-6" 3'-1 2'-0" Adjustment Factors: Story height Factor Walls Factor Exposure Factor Eave Ridge Factor Blocking Omission Factor 0.95 1 1.3 1 2 WALL A Wall Line Spacing Required Braced Required Braced Walls Bracing Required to Braced Walls Blocking Required at Wall ft Tabulated (ft) Adjusted Omit Blocking Provided (ft) Horizontal Seams Wall A 28 6.6 ft 8.2 ft 1 16.3 15.7 ft 1 YES Passes I Wall B 28 6.6 1 ft 8.2 ft 16.3 17 ft 1 NO Passes I I I I Braced Wall Lines - First Floor of a Two Story I I Wall Bracing North/South Direction Story Height: 9.5 ft BDRM 3 BDRM 4 Adjustment Factors: Story height Factor Walls Factor Exposure Factor Eave Ridge Factor Blocking Omission Factor I 0.975 1.3 1.3 1 2 - Required Bracing Required Wall Bracing Bracing Required to Braced Walls Blocking Required at I I N Wall Line Spacing Wall ft Tabulated ft Adjusted Omit Blocking Provided(ft) Horizontal Seams I I Wall#1 20 5 ft 8.2 ft 16.5 10.1 ft YES Passes rn rn Wall#2 46 ENGINEERED WALL SEE CALCS Wall#3 46 10.2 ft 1 16.8 ft 1 33.6 1 20.8 ft 1 YES JPasses (WALLS#1 AND#3 ABOVE ARE SINGLE STORY) Wall Bracing East/West Direction Adjustment Factors: Story height Factor Walls Factor Exposure Factor Eave Ridge Factor Blocking Omission Factor 0.975 1 1.3 1 2 Wall Line Spacing Required Bracing Required Wall Bracing Bracing Required to Braced Walls Blocking Required at Wall ft Tabulated ft Adjusted Omit Blocking Provided ft Horizontal Seams co Wall A 1 28 1 12.20 1 ft 15.5 ft 30.9 42.5 ft NO Passes Wall B 1 28 1 12.20 ft 15.5 ft 30.9 42.2 ft NO Passes j SHEAR WALL DESIGN:2018 WFCM(ENGINEERED METHOD) SERIAL# 22197 NOTES LOCATION Main House Floor. 1 1st Floor I DESIGN CRITERIA I N Wind Speed(Vult) 140 mph Roof pitch(on 12) 7 5, 7,9,or 12 N I \ Exposure Catagory C Number of Stories Braced 2 enter 1,2.or 3 I Exposure Factor 1.4 Wall Height(ft) 8 enter anyht up to 12' I I I I SHEAR WALL SPECIFICATIONS Wall Strength(plf) Ply 1-side Ply 2-side i) cv 7/16"WSP with 1/2"Gypsum[Per Table 3.17D] 6"Edge Nailing 436 WA Min.Segment Ratio(to 1) 3.5 4"Edge Nailing 590 1080 BDRM 2 Min.Segment Length(ft) 2.29 3"Edge Nailing 730 1360 Load Parallel Load Perpendicular O SEGMENTED(TYPE 1)SHEAR WALL DESIGN to ridge to ridge Building Elevation WALL B WALL A WALL 2 WALL 3 Length of Wall-Lwall(ft) 46 1 46 28 28 floor plan Kell lengths ENTER EFFECTIVE LENGTH OF SHEATHING 21 mfl lengths less openings Unit Lateral Load for Roof(Ibs)[Per Table 2.5B&A] 270.2 }loads based on roof pitch, T� - - - - - Unit Lateral Load for Floor(Ibs)[Per Table 2.5B&A] 307 roof span,and Kind speed WALL B Total Shear Wall Load per Side(Ibs) 13266 }load based on above&story Required Shear Wall Strength(plf) 632 5 -1 5 -1 4-0" 2 -10 Prouded Shear Wall Strength(plf) 730 enter436,590,730,1080 or 1360 Wall Height Adjustment[Per Footnote 2] 1.000 OK ifNG,inc.shear Kell strength I Holddown Capacity(Ibs)-Segmented Walls 1st Floor 5054 Perimeter Shear and Uplift Between Holddown(plf) 632 Perimter Shear Nailing on centers for 16d nails-Toenailed 3 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 20 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. 14 THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: Design Parameters: GUS LOLOS DETACHED SINGLE 22197 2021 International Residential Code CEDAR KNOLLS FAMILY DWELLING PRODUCTION No. 900 MARCONI AVE SITE: CONST. TYPE: Structure Type 1-2 FamilyDetached 1095 RYDER FARM LANE RONKONKOMA NY 11779 WOOD FRAME # Stories 2 �" t *+ ORIENT POINT, NY 11957 UNPROTECTED Seismic Design Category B F`�' `1 REVISION DATE DESIGNER: Wind Speed (Vult) 136 ���`~ '' n CO-LO-ZVIA -L CT M - L �� ` -� RC 01/06/23 Wind Exposure C Stories Above Grade 2 _ °; '3; 11 10 22 Eave to Ridge Height 9.4 ft l ' WALL BRACING S AL 1/4" = 1'-0„ Roof/Ceiling Dead Load 12 psf PAGE: Sheathing Run Horizontally YES _ Westchester Modular Homes Inc GWB on Interior of Walls. YES . " •'./� DATE CHECK l " � 30 Rea ans Mill Road Win dale New York 12594 Tel (845)832-9400 Fax (845)832-6698 3WN ENDWALL FLOOR CEILING ASSEMBLY ABOVE NAILER TOE-NAILED TO TOP PLATES 2x8 SPF #2 [2] 12d NAILS BEAMW/lOd RIDGE N MODULAR 0 24" o.c. ASSEMBLY - SEE PLANS CORNER STUD SIMPSCN MMH8 STRAP BETWEEN FASTEN RAFTER TO RIDGE 2x6 SPF #2 CONNECTED TO BEAM & HEADER (INSTALLED BY B/P) W/(3) 12d TOE-NAILED RAFTER 016"O.C. TRANSFER SHEAR TOP PLATE SPLICE & COMPRESSION STRIP } B/P 10 STRAP HEADER TO JACK STUDS w/ 1-1/4"x 20go STEEL STRAPS TYPICAL PANELIZED WALL V 12 w/ (5) 8d NAILS EA END FASTEN RAFTER TO PLATE FASTEN RAFTER PLATE TO Z CORNER STUD CONNECTION W/(3) 12d TOE-NAILED >1��� EACH TRUSS TOP CHORD W 7 (4) 8c TOE-NAILED EA SIDE [502.3(1)] 2x8 RAFTER W/(2) 12d FACE-NAILED Q SHIPPCD LOOSE HEADER -SEE PLANS PLATE Z MMH8 STRAP SHIP LOOSE HEADER JACK STUDS#AS PART OF REVERSE GABLE FASTENING NOTE: MODULAR CONSTRUCTION DETAIL U MMH8 STRAP USE STD PAN AGAINST HOUSE SEE PLANS FOR LOCATIONS AND SIZES (2) 12d NAILS AND FASTENEN WEBS & CHORDS DOOR HEADERS TYPICAL W WE AL FACE—NAILED ® STUDS IN HOUSE GABLE END WALL (2) 12d NAILS 16"O.C. W/ (2)12ds PER STUD FACE—NAILED ® 2x6 SILL PLATE Z 2x6 SILL PLATE 16"0.C. BY B/P BY B/P GARAGE CROSS SECTION & DETAILS a SIMPSON CS20 STRAP W/ [6] 8d NAILS EACH END SEE ABOVE FOR REVERSE [5] 12d's NAILS GABLE FASTENING WINDOW/DOOR NOTES: GWB FASTENING NOTE: /—PRE ENGINEERED & 1. ALL WINDOWS AND DOORS TO BE - WALL & CLG GYPSUM / CERTIFIED ROOF TRUSS DESIGN INSTALLED PER MANUFACTURE'S FASTENED PER TABLE R702.3.5 12 0 16" O.C. INSTRUCTIONS FOR ANCHORAGE PER (UNLESS OTHERWISE NOTED) [8] 12d's NAILS 7 R609.7 2. MULLED UNITS TO BE INSTALLED USING .``` FLAMESPREAD NOTES: (1) 2x4 SUPPORT MULLION PER 1. WALL AND CEILING FINISHES � •t. y'� '" ' . r ANDERSEN COMBINATION DESIGNS FOR MMH8 SHALL HAVE A FLAME SPREAD R38 INSULATION 400 SERIES D/H WINDOWS AND WILL INDEX OF NOT GREATER THAN W/VAPOR BARRIER SUPPORT A PRESSURE OF 42psf 200 PER R302.9.1 ' 41 3. ALL WINDOWS AND DOORS LABELED FROM 2. INSULATION MATERIALS SHALL lid ++ - MANUFACTURER TO COMPLY WITH R609.3 l I > HAVE A FLAME SPREAD INDEX OF _ MMH8 LU26 4. ALL WINDOW INSTALLATION AND FLASHING NOT GREATER THAN 25, PER , - CLEAR SPANS TO BE COMPLIANT PER R609 R302.10.1 W (TYP) 5. WIND PRESSURE FOR WINDOWS/DOORS [PER TABLE R301.2(2)] JOIST/HDR NOTES: . SIMPSON CS20 STRAP W/ (3) 12d ® 12" O.C. FASTENING DETAIL ® EXTENDED BTM 1. ALL FLOOR JOISTS ARE 2x1O e ;t [6] 8d NAILS EACH END CHORD TRUSS ® 16-O.C. SPF#2 PER TABLE 12 (3) 12d ® 12" O.C. ENERGY NOTE:- ALL INSULATION VALUES BASED ON R502.3.1(2) W/MAX SPAN OF - ATTACHED RESCHECK COMPLIANCE ALL15' WI. 7 REPORT 2• ALL WINDOW/DOOR HEADERS N ARE [2] 2x10 SPF#2 PER cy� o TABLE R602.7(1) UNLESS uj 04 [8] 12d's NAILS OTHERWISE NOTED. ovftft 0 0 1-1 CONT RIDGE VENT 18 in'/LF SIMPSON CS20 STRAP W/ MMH8 R38 INSULATION [6] 8d NAILS EACH END (3) 12d ® 12" O.C. z W/VAPORrBARRIER� (3) 12d 0 12" O.C. -- ------------- ----------------- --- ------------------------------ ----- 12 TYP ROOF O Zp Y �O YR SELF-SEALING FIBERGLASS SHINGLES Z V1 w � 7 /// OVER 15# ROOFING FELT Q > > _ OVER 5 8 AGENCY RATED SHEATHING v MMH8 PRE ENGINEERED & [8] 12d's NAILS BITUTHANE APPLIED CONTINUOUSLY w CERTIFIED ROOF TRUSS DESIGN ® 16' O.C. TO EAVES FOR ICE SHIELD AIR BAFFLE BY 1 WMH MMH8 R38 INSULATION L MSTR BDRM m W/VAPOR BARRIER CV -- ----------- 2x6 Zo -.----.---------.---------.---. 2x6 SUB-FASCIA z f� �/ -- -ALUMINUM FASCIA N MMH8 5/8" CEILING GWB Lo O 0 ff72xlO�#20OC FLR JST Z � NYL SOFFIT 10.7 in'/ft' VENT Q rn 3 TYP INTERIOR WALL J U = Z [2] 2x4 SP- #3 TOP PLATES o __—TYP EXTERIOR WALL 00 2x4 SPF #3 016" OC STUDS [2] 2x6 SPF #3 TOP PLATES 00 Q Z CIO 2x4 SPF #3 SOLE PLATE 2x6 SPF #3 ® 16" OC STUDS � ►1- ' ♦ X 1/2" GWB BOTH SIDES 2x6 SPF #2 SOLE PLATE W z U rn ZxA 1/2" GWB INTERIOR SIDE tJ' o O -� FACE-NAIL PLY TO TRUSSES W/ R21 INSULATION WITH VAPOR BARRIER JO >- o � 2x6 2x4 MIN (3] 12d NAILS ® 24"O.C. ao 1/2" AGENCY RATED SHEATHING EXTERI0 1 J Q WEATHER - PROTECTIVE BARRIER uuuuu ,n w -a 2x10 SPF 2 ® 16" OC FLR JST +n w 2x4 \ *ALL LUMBER GRADE AND SPECIES ARE SPF#2 # v TOE—NAIL BOTTOM MEMBER TO UNLESS OTHERWISE NOTED* # R-13.1 RIgN FLOOR IPERIMEIER VINYL SIDING (n N 0 O 2x4 LATERAL W/ MIN (3] 12d _f - _ NAILS do FACE—NAIL LATERAL 5/8" CEILING GWB —j R21 BATTINSULATION _ �— = N TO WALL STUDS/PLATE W/[2] IN CEILING PERIMETER i TYP MARRIAGE WALL 2ND FL I- 1/2- 1 TCE NNLp�)MMONS Q �12d NAILS ® 16"O.C. 0 2x3 [2] SPF #3 TOP PLATES� 2x3 SPF #3 ® 12" O.C.(1st FLR) �o w 9" 2x3 SPF #3 0 16" O.C.(2nd FLR) 1ST FL CLG —8d COMMONS0 VERHANG DETAIL W AGENCY RATED SHTG. MAT.SIDE ao ALONG BAND N 0000 PERIMETER BEAM DETAIL D_ � (' 1/2" GWB INTERIOR SIDE W ' ^ M 2x3 SPF #3 SOLE PLATE > �J J o z=I Z AGENCY RATED SHTG. Q z M H = TYP SUB-FLOORING 3/4" U) O 12d 0 6" O.C. W __I — Q 2x6 PT PERIMETER BEAM (2) (SUPPLIED & INSTALLEDLL BY B/P) ' 2x10 SPF 2 ® 16" OC FLR JST 00 O O O � 2x10 SPF#2 w 1 2" R_ o Z U 0 ®A / / 30 FIBERGLASS INSULATION J m Z Y PLY. EACH MODULE o TO COMPLY W/ENERGY CODE } Q Q O o / (INSTALLED BY B/P W/VAPOR : ,� m ®A o 9 BARRIER TO WARM SIDE) o U 1/2 BOLT & NUT o a aitQ Y & WASHER ® 32 O.C. W � rn o Q o O O Z FOUNDATION WALL i = +n ~ W O O FLOORS, 48" CLG/ROOF � � t � SUPPORTS LA COLUMN I -� m do STAIRS ^ 5 U 0-) ft� 8"x8"STEEL PLATE & LAG BOLTS i BY B/P m Z BY B/P. PLATE THICKNESS FOUNDATION FOOTING &'i �Z W o N O DESIGNED BY OTHERS. � N J ¢v N _I LALLY COLUMN COLUMN W(n o 00 W 0 � FOOTING J o � QCQ �t�oII wcQ� 46'-0" 1 1/2"V TO 2ND FLR Li �---J L-- KIT.SINK & DW I 2"D 1 1/2"V I I C!I I AV3�"D I LAV I 1 1/2"D C)E WASHER I I 2� I 1 1/2»V 2"V 1 1 2'V 2„FV PANELIZED GARA E BY WMH I DINING KITCHEN (2)2"PVC I LAV LAV (BSMT—ATTIC) WC 1 1/2"D 1 1/2" o ° I S 2„D R 3„D 1 1/2"V 1/2" i� 00 I 1 1/2' 2"V N I — — — — mr- - r, N I I-- I f --- 1 1 I 1 1 i LIVING I 11, I , , MSTR BDRM I 0 I I SUPPLIES ' i� 3"D FRM 2ND FLR 1 1/2"V TO 20'-0" 16'-8" 2ND FLR 15-11" 3"V THRU ROOF > C14 KI T N SINK DW WC LAV S 0 WC LAV LAV WASHER \ > SUPPLY DIAGRAM WASHER 1/2» � � i i i i I I I �, VIEW `A' - NTS N*1 4 > > AV ------- DRAIN BY B/P I I I I i i i FL = FLOOR LINE 3"D� N N LAVWC 1 1/2"D DRAIN BY WMH FL I I I I I I I = 1/2" SHUT OFF VALVE 00, IL** 1 1/2"D =_____= VENT BY B/P I I I I I I COLD WC 1 1/2»D �� J3D VENT BY WMH ------- HOT SHOWER / 2"D THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: 22197 CEDAR KNOLLS GUS LOLOS DETACHED SINGLE FAMILY DWEWNG D WV DIAGRAM 900 MARCONI AVE SITE: CONST. TYPE: o PRODUCTION No. RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME VIEW `A' - NTS :y`�:_•.* ORIENT POINT, NY 11957 UNPROTECTED c ,' C' h> r f�te; DESIGNER: D = DRAIN -' "' �f REVISION DATE V = VENT 4� f r-,: : .=°t�=� RC 01/0s/23 C O-L 0_ZV1A CT M — L a DATE FV = FUTURE VENT }~ 'err '� FIRST 11 10 22 ': FLOOR PLUMBING PLAN SCALE: SP = STAND PIPE Q .r��: DW = DISH WASHER -� ' 1 4 = 11-011 WC = WATER CLOSET � '1 , j; PAGE: j�-FC = FIELD CONNECTION BY B/P �•'�,R"�." DATE CHECK Westchester Modular Homes Inc B/P = BUILDER/PURCHASER :-_ ®® 30 Reagans Mill Road, Wingdale, New York, 12594 Tel (845)832-9400 Fax (845)832-6698 95 Al 30'-0" 1 1/2"V FRM 1ST FLR I I I I I I I BDRM 3 BDRM 4 I I I I I I I I (2)2"PVC (BSMT—ATTIC) 17 .0 I _ n N VR2)'D LAV 1 1/2"D 1 1/2"V BDRM 2 WC 3"D 3"V 3"D TO TO CONN. W/ 1ST FLR 3" M.VENT 16'-8" 13'-4" 71 LAV WC S 0 3" M V 1 THRU ROOF 1/2' I I FC TYP ( I FL i I 13/4" 1 1/2"V FRM ) I TYP 1ST FLR N Z W 1 � Q THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: M 2 2 ' 9 7 CEDAR KNOLLS cus LOLos DETACHED SINGLE AMILY DWELLING LAV PRODUCTION No. 900 MARCONI AVE SITE- 1 CONST. TYPE: 1/2"D RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 WC � REVISION DATE DESPGNEER:�D �' RC 01/06/23 C ®� 0-ZV1A �/ 1 L M DATE: SHOWER �}. SECOND FLOOR PLUMBING11 10 22 � .i" " I PLAN S ALE: 2 D 1 STD FLR A�; sr 1 4 = 1 -0�� � � I; H Westchester Modular Homes Inc PAGE: DATE CHECK 1 ' t 30 Reagans Mill Road, Wingdale, New York, 12594 Tel (845)832-9400 Fax (845)832-6698 5 BI 46'—0" GA 7 7Gn 7 7 7 Gn 7 0 4 _ 4 3 3 4 2 / 4 2 [66 2 19P 4 7 7 I II 6 6 6 7 II 7 I l ONLY A 18,20 RH 6 F--_ 1 �I OE 2 19 s 6"BELOW 4 80-100CFM 1 I PANELIZED GARA E C—TOP BY WMH I _____ r T v 5 i 6 7 1 X I KITCHEN 7 ' 8 0 10 HDINTER CONNECTED W 1 80-100CFM SMOKE DETECTORS 1 F 8 O 10 ® 4 I L I 00 e I i MI N BY B/P I — — _ _ — Cq cV TO GARAGE UNDER (5 ALL ELECTRIC IN THE GARAGE $3 PLATFORM 9 ARE ON SITE BY B/P. TO BE g 9 INSPECTED AND APPROVED BY 10 LOCAL BLDG INSPECTOR 11 11 11 9 TO RRMT 11 9 ------- 10 $1 9 1 } LIGHT ZR2"AFF 10 I I I 11 s F REESS 72CAFF 11 10 1 LI N G. 1 w II R B 10 11 11 11 i 9 lO SD 0 TO 2ND FLR do 9 dM OI 11 11 BSMNT SD 10 i� (Tp 9 9 U011 10 ddM 10 10 �O 9 9 dn� cim 20'-0" 16'-8" 13'-5" 15-11" LEGEND C=PANEL BOX 110V DUPLEX RECEPTICAL RANGE/HOOD FIXTURE 1TOV DUPLEX RECEPTICAL— SPLIT WIRED 220V RECEPTICAL ® SPECIAL PURPOSE CONNECTION ® JUNCTION BOX FO WALL LIGHT FL FANLIGHT FIXTURE ® AC/OC SIM/CARBON MONOXIDE DETECTOR CUM UGHT SURFACE YOUNfm F L FAN/IJGHT/HIGHT LIGHT CEILING UNIT O AC/DC SMOKE DETECTOR F CEILING FAN CEILING FAN do LIGHT BELL F H FAN/UGHT/I1EAT CEILING UNIT ® DOOR BELL BUTTON Fid TELEPHONE OUTLET Ct REMSWITCH SINGLE LXitt(RAIED FOR NET AREAS) flz TELEVISION ABLE OUTLET 2 017 N . E. C. is SNATCH, SINGLE POLE ® THERMOSTAT +'P SNATCH, THREE WAY ®�VACUUM SYSTEM OUTLET SWITCH,FOUR WAY FLOOD LIGHTS * ALL OUTLETS TO BE TAMPER RESISTANT * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] CIRCUIT DIRECTORY * ALL EXT. GFI RECEPTACLES TO BE UV RATED NO. AMP I WIRE CIRCUIT CIRCUIT WIRE AMP NO. * FOAM GASKETS ON ALL EXT. WALLS 1 410 8-14 RANGE KIT COUNT AFI 12-2 20 2 3 1 KIT COUNT,DIN AFI 12-2 20 4 5 20 12-2 REFRIGERATOR AFI GL-KITCHEN AFI 14-2 15 6 7 15 14-2 GL-DINING,EXT AFI GL-BATHS AFI 14-2 15 8 THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: 9 15 14-2 GL-MSTR BR(AFI) GL-ENTRY,SD CO AFI 14-2 15 10 ZZ197 CEDAR KNOLLS GUS LOLOS DETACHED SINGLE 11 15 14-2 GL-LIVING AFI GL-BDRM 4 AFI 14-2 15 12 FAMILY DWELLING 13 15 14-2 GL-BDRM 3 AFI GL-BDRM 2(AFI 14-2 15 14 PRODUCTION No. 900 MARCONI AVE SITE: FAMILY . TYPE: 15 15 14-2 GL-LOFT AFI BATH GFI's AFI 12-2 20 16 1095 RYDER FARM LANE 17 20 12-2 DISHWASHER AFI DRYER 10-4 3 18 RONKONKOMA, NY 11779 WOOD FRAME _.. ORIENT POINT, NY 11957 UNPROTECTED 19 20 12-2 WASHER(AFI) 20 JL fjt `�� _l'�, REVISION DATE DESIGNER: 21 20 12-2 MICROWAVE AFI 22 j d L 23 � . � RC 01/O6/23 ®� ®1 �' �1�Y CTM �~ 25 26I"/ i - `�'?�� DATE: 27 28 is L Tj0 22 9 f : 1 St . FL ELECTRICAL PLAN SCALE: H 3 30 i+ 1 4 = 1 -0 32 t',I Inc PAGE 33 34 {, Westchester Modular Homes Inc 35 36 DATE CHECK kb 30 Rea ans Mill Road Win 37 38 '' ° 4 g gdale, New York, 12594 Tel (845)832-9400 Fax (845)832-6698 6A 30'-0" 13 Ab 13 I I 13 I I 12 12 I I I I 12 13 DRM 13 I ' 12 I I I 1 I I I I 13 I I 13 I I 13 >12 RECESS F-RECESS 72"AFF:� 72"AFF 12 12 12 13 13 sD10 10 O 12 13 13 15 12 I i� N 14 146 3 3 15 14 14 SD 10 15 10 E 15 To 1 sT FLR do BSMNT SD I i TO 1ST FL ITATTIC1 I i l� 14 B D R M 2 RECESS 15 72"AFFR F 14 15 L 80-10000O 15 14 15 15 14 14 rl 5 14 16'-8" 13'-4" THIRD PARTY INSPECTION AGENCY PE / RA SERIAL No. BUILDER: HOMEOWNER: USE GROUP: 22 97 CEDAR KNOLLS GUS LOLOS DETACHED SINGLE FAMILY DWELLING PRODUCTION No. 900 MARCONI AVE SITE- CONST. TYPE: RONKONKOMA, NY 11779 1095 RYDER FARM LANE WOOD FRAME ORIENT POINT, NY 11957 UNPROTECTED REVISION DATE DESIGNER: . + CO-L ®11TI.A .L CTML RC 01/06/23`� 11 10 22 } 2nd . FL ELECTRICAL PLAN > » { �# SCALE: PAGE: f ; Westchester Modular Homes Inc f DATE CHECK 30 Reagans Mill Road, Wingdale, New York, 125946 B _ ®® Tel (845)832-9400 Fax (845)832-6698 ANDERSEN WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW SERIES STYLE GLASS SF VENT SF U VALUE SHGC ROUGH OPENING UNIT AREA g THERMATRU DOORS O 3056E 400/DOUBLE HUNG 12.9 7.14 0.30 0.31 S-2 1 8"x 5'-8 7 8" 17.99 0 3046 400/DOUBLE HUNG 10.3 5.73 0.30 0.31 3'-2 1 8"x 4'-8 7 8" 14.85 DOOR TYPE SIZE GLASS(SF) VENT(SF) "U"VALUE MATERIAL REMARKS 3032 400 DOUBLE HUNG 6.9 3.85 0.30 0.31 S-2 1 8"x S-4 7 8" 10.67 _ DX302_ _ _ _ 5'-9" x 6'-8" _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEE BELOW_ 2432 400 DOUBLE HUNG 5.1 2.94 0.30 0.31 2'-6 1 8"x S-4 7 8" 8.40 7S263SL) SIDELIGHTS 1'-2" x 6'-8" 2.60 N/A 0.27 FIBERGLASS 3-LITE CN235 400 CASEMENT 8.0 7.20 0.30 0.31 S-5 1 4" x S-5 3 8" 11.5 DX30 S108 HINGED 3'-0" x 6'-8" 10.92 20 0.37 FIBERGLASS 15-LITE DX28 S118 HINGED 2'-8" x 6'-8" 10.92 20 0.37 FIBERGLASS FULL GLASS DOOR A21 400 AWNING 2.6 0.90 0.30 0.31 1 2'-0 5 8" x 2'-0 5 8" 4.0 DX30 SE21OHD HINGED 3'-0" x 6'-8" N/A N/A 0.16 METAL FIRE RATED 90 MIN. D26 HINGED 2'-6" x 8'6 - N/A 20 0.42 FIBERGLASS 6-PANEL BSMT DR ANDERSEN DOORS DOOR TYPE SIZE GLASS(u) VENT(sF) "U"VALUE MATERIAL NLGD60611 NARROLINE GLIDING 6'-0"x 6'-11" 31.14 15.31 0.30 WOOD VINYL - ALL THERMATRU DOORS HAVE LEVERS W/ KEY SET UNLESS OTHERWISE NOTED ON PLANS. O = THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20", & HEIGHT OF 24" - ALL GLASS IN DOORS TO BE TEMPERED WINDOWS FOLLOWED BY 'T' IN FLOOR PLANS ARE TEMPERED - ALL FIRE RATED DOORS HAVE SELF-CLOSING HINGES FLOOR PLAN NOTES 1) THE BUILDER/PURCHASER IS NOTED AS B/P. 7) ALL AREAS TO BE FINISHED OR BUILT BY B/P ON SITE TO BE IN COMPLIANCE WITH ALL 2) SEE FLOOR PLANS FOR LABEL LOCATIONS, ABBREVIATIONS ARE AS FOLLOWS: APPLICABLE CODE REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) GARAGE, ADDITIONS, sL STATE LABELS IBc INDUSTRIALIZED BUILDINGS COMMISSION PORCHES & FIRE SEPARATIONS. TO BE INSPECTED AND APPROVED BY LOCAL BUILDING iA THIRD PARTY INSPECTION AGENCY wL WARRANTY LABEL OFFICIALS DP DATA PLATE FOR CONNECTICUT LABEL/THIRD PARTY INSPECTION AGENCY 8) ALL INTERIOR AND EXTERIOR HANDRAILS OR GUARDRAILS ARE INSTALLED BY B/P HAVING SPINDLES SPACED 4" APART. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR 3) MAXIMUM HEIGHT OF EGRESS WINDOW SILLS IS 3'-6" ABOVE FINISHED FLOOR. THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE 4) REFER TO ORDER SELECTION FORM FOR SPECIFIC APPLIANCES SUPPLIED WITH THIS HOUSE. FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. 5) BATHROOM FANS ARE RATED AT MIN. 70 CFM UNLESS OTHERWISE NOTED ON PLANS & VENTED 9) ALL FACTORY INSTALLED/SUPPLIED FIREPLACES ARE TO BE COMPLETED ON SITE BY B/P, TO THE EXTERIOR. INCLUDING FLUE PIPES AND FIRE STOPS. NOTE: NO COMBUSTION AIR TO BE DRAWN FROM 6) ATTIC ACCESS(ES) ON CAPE MODELS ARE TO BE DONE ON SITE BY THE B/P. BEDROOMS. SUPPLY NOTES DWV NOTES 1) MATERIALS ARE TYPE A PEX. 1) MATERIALS ARE PVC SCHEDULE 40. 2) WATER SUPPLY SHALL BE SECURELY ATTACHED TO THE BUILDING AT NOT GREATER DISTANCES 2) DRAINAGE AND VENT PIPING SHALL BE SECURELY ATTACHED TO THE BUILDING AT NO GREATER BETWEEN SUPPORT INTERVALS THAN SPECIFIED: SUPPORT INTERVALS THAN SPECIFIED. HORIZONTAL PIPE ® 32" HORIZONTAL PIPE ® 4'-0" FOR 2"0 OR LARGER VERTICAL PIPE AT MID-STORY (10' MAX) HORIZONTAL PIPE ® 3'-0" FOR 1 1/2"0 OR SMALLER 3) WATER HEATER SHALL BE SUPPLIED AND INSTALLED BY B/P. VERTICAL PIPE ® 4'-0" 4) ALL SUPPLY LINES ARE STUBBED THROUGH THE FIRST FLOOR. SUPPLY LINES BELOW FIRST 3) ALL DRAINAGE CONNECTIONS HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL FLOOR SUPPLIED AND INSTALLED BY B/P. ARE LONG SWEEP OR DOUBLE 45' FITTINGS 5) ALL HOT WATER LINES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. 4) HORIZONTAL VENT PIPE CONNECTIONS TO VERTICAL VENT BRANCH OR STACK SHALL OCCUR 6) ALL TUBS AND/OR SHOWERS SHALL BE SUPPLIED WITH ANTI-SCALD VALVES.] AT LEAST 6" ABOVE THE FLOOR RIM OF THE HIGHEST FIXTURE SERVED BY THE HORIZONTAL 7) ALL DEVICES INSTALLED WITH SELF CLOSING VALVES (I.E. WASHER, DISHWASHER) SHALL HAVE A VENT. WATER HAMMER ARRESTING DEVICE ON THE SUPPLY LINE SUPPLIED AND INSTALLED BY B/P 5) STAND PIPES SHALL EXTEND NOT LESS THAN 18 INCHES AND NOT GREATER THAN 42 INCHES ON SITE, IN ACCORDANCE WITH ALL STATE AND LOCAL APPLICABLE CODES. ABOVE THE TRAP WEIR. 8) ALL FIXTURE SUPPLY LINES 1/2"0 SHALL HAVE INDIVIDUAL SHUT OFF VALVES. ELECTRICAL NOTES 1) ELECTRICAL PANEL IS RATED 200 AMPS (UNLESS OTHERWISE NOTED) AND LOCATED PER PLAN. 9) WIRELESS DOOR BELL TO BE SHIPPED LOOSE (INCLUDES 2 BUTTONS) 2) NON-METALLIC SHEATHED CABLE IS TYPE NM-B. 10) ONE GFI CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P 3) WIRES ARE INSTALLED WITH INSULATED STAPLES. 11) WATER HEATER, FURNACE, BASEMENT GFI, BASEMENT LIGHTS, ETC. ARE THE SITE 4) ELECTRIC SERVICE SHALL BE GROUNDED BY B/P IN COMPLIANCE WITH NEC, STATE AND LOCAL RESPONSIBILITY OF THE B/P. CODES. 12) A CLOTHES WASHER CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P IF WASHER LOCATION 5) ALL ELECTRICAL COMPONENTS SHALL BE LISTED AND/OR LABELED BY A NATIONALLY RECOGNIZED IS NOT INCORPORATED IN HOUSE. TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 13) RECEPTACLES SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRIC BASEBOARD HEATERS. AND LOCATIONS/USE INSTRUCTIONS. 14) CIRCUIT BREAKERS FOR ELECTRIC BASEBOARD HEATERS ARE ONLY INSTALLED IN PANELS OF 6) ELECTRIC PANEL SHALL BE LOCATED AND MOUNTED IN BASEMENT BY B/P, UNLESS NOTED HOUSES WITH ELECTRIC BASEBOARD SYSTEMS. OTHERWISE. 15) SMOKE DETECTORS ARE INTERCONNECTED AND INSTALLED ON A LIGHTING CIRCUIT WITH NO 7) A SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION NEAREST THE INTERVENING SWITCHES ON THAT CIRCUIT. POINT OF ENTRANCE OF THE SERVICE CONDUCTORS. 16) SMOKE DETECTORS SHALL HAVE A BATTERY BACK-UP POWER SOURCE. 8) TELEPHONE, AND TELEVISION CABLES TO BE RUN TO THE ELECTRIC PANEL LOCATION. UNLESS 17) BASEMENT SMOKE DETECTORS ARE SUPPLIED BY WMH AND INSTALLED BY B/P ON SITE. OTHERWISE REQUESTED/NOTED 18) ALL RECCESSED LIGHTS SHALL BE IC RATED AND ALSO RATED FOR WET LOCATIONS. FHW (FORCED HOT WATER) BASEBOARD HEATING NOTES EBB ;ELECTRICAL BASEBOARD) TYPICAL B/P FOUNDATION DETAIL 1) BASEBOARD RATINGS ARE BASED ON 190-F WATER TEMPERATURE AT 1 GPM HEATING NOTES FLOW RATE WITH 65' ENTERING AIR. 2) FIRST FLOOR BASEBOARD UNITS ARE INSTALLED WITH HEATING PIPES 1) ELECTRIC BASEBOARD HEATING CIRCUITS ARE _ TOP OF FDTN WALL STUBBED THRU FLOOR. SECOND FLOOR HEATING PIPES BETWEEN BASEBOARD 20 AMP, 220 VOLTS WITH 12-2 NON-METALLIC z a UNITS ARE INSTALLED IN FLOOR AND/OR WALL PANELS. B/P IS SHEATHED CABLE TYPE NM-B. 2x6 SILL PLATE � p n � RESPONSIBLE FOR INTERCONNECTION BETWEEN MODULES AND FLOORS. 2) MAXIMUM VI'ATTAGE PER CIRCUIT SHALL BE A U') o BALANCE OF HEATING SYSTEM IS TO BE DESIGNED, SUPPLIED AND 3750 WAT-S $ ao zo I N INSTALLED BY B/P. 3) BASEBOARES ARE RATED AT 250 WATTS PER FDTN WALL 3) ALL HEATING PIPES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. LINEAR FOOT. LALLY COLUMN U_ 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. COLUMN FTG 5) ACCESS PANELS ARE FOR THE B/P TO USE IN THE INTERCONNECTION OF 5) GENERAL LIGHTING RECEPTACLES SHALL NOT BE TOP OF BSMT LAB THE HEATING SYSTEM. THESE PANELS MAY BE PERMANENTLY ATTACHED AND LOCATED ABOVE ELECTRIC BASEBOARD HEATING FINISHED OVER BY B/P AFTER HEATING SYSTEM IS COMPLETED. UNITS. FDTN FTG USE GROUPL BUILDER: HOMEOWNER: SERIAL No. PE / RA THIRD PARTY INSPECTION AGENCY DETACHED SINGLE CEDAR KNOLLS Gus Lol_os 99197 FAMILY DWELLING CoNsT. TYPE: 900 MARCONI AVE SITE: PRODUCTION No. WOOD FRAME RONKONKOMA, NY 11779 1095 RYDER FARM LANE ORIENT POINT, NY 11957 UNPROTECTED DESIGNER: REVISION DATE -DzA=TF: d--7 STANDARD NOTES 11 10 22 -., SCHEDULES & DETAILSSCALE: N /A r is PAGE: Westchester Modular Homes Inc CHECK DATE s' i ®® 30 Reagans Mill Road, Wingdale, New York, 12594 '.,; ► Tel (914)832-9400 Fax (914)832-6698